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PE-1079-77 (2)
AGENDA, FEBRUARY 10, 1977 SPOKANE COUNTY PLANNING COMMISSION Time: (PLEASE NOTE DATE) Place: PRELIMINARY SUBDIVISION AND ZONE CT,ASSIFICATION TTPGRADING 9. pE- 1079 -77. Sunnyvale Addition 7E- 26 -77, Agricultural to Sinale Family Residential (R - 1) a. Location: Section 1, Township 25 N. ,Range 44, E.W.M. The West 680 feet of that portion of the NE 1/4 of Section 1 lying easterly of the easterly line of Eller's Addition extended northerly, northerly of the abandoned irrigation canal right of way, and southerly of Wellesley Avenue. b. Sponsor: Robert W. Fogg East 10326 - 48th Avenue Spokane, Washington 99206 Benthin & Clark East 2608 Sprague Avenue Spokane, Washington 99202 15 Acres 41 or: Single family dwellings Agricultural, established April 24, 1942. Single Family Residential (R -1) Trentwood Irrigation District East Valley School District A topic of discussion at this hearing may be will have a significant adverse environmental impact c. Surveyors: d. e. f. 9. h. i. 1. k. AL UMLN \\, ROLLING ILL Site Size: Number of Lots: Land use proposed by spons Existing Zoning: Advertised Zone Upgrading: Water Source: School District: Environmental Impact: whether or not this proposal N.• I ' I •..a 1 . Vs n.y yF1 � i •_r —✓1 tf Thursday, February 10, 1977, 9:30 A.M. Conference Room A, County Court House Annex (Use Mallon Avenue entrance) 1 1 i I W I N a TELEPHONE NO.: 456 - 2274 1 1 I. E I I I ' SPOR34NE INDUST:T:1AL PARK l - 9 - • PE- 1079 -77 - SUNNYVALtt ADDITION (Continued) IV. Health Department C. ZONING RECOMMENDATION: Planning Commission Recommendation: Approve Sunnyvale Addition as indicated on the preliminary plat of record to the Single Family Residential (R -1) Zone classification upon the filing of the final plat. REASONS: H -1 That the sponsor comply with the conditions of the Health District memo dated January 18, 1977 contained in the Planning Department file. 1. The `orty one (41) lots in Sunnyvale Addition have been designed to occ:'..Amodate single family residences; i.e., proposed gross density of 2 .7 unit/acre. 2. The Planning Commission has been approving similar residential plat proposals in the East Valley area to the Single Family. Residential Zone classification. 3. The Single Family Residential Zone prohibits duplexes, animal keeping other than household pets, mobile homes and home occupations. D. GENERAL DATA:: 1. Location: Section 1, Township 25 N., Range 44, E. W.M. The W 680 feet of that portion of NE 1/4 of Sect. 1 lyg Ely of Ely in of Eller's Addition extended Nly, Nly of the abandoned irrigation canal right of way & Sly of Wellesley Ave. 2. Sponsor: Robert W. Fogg E. 10326 48th Ave. Spokane, WA 99206 3. Surveyors: Benthin & Clark E. 2608 Sprague Avenue Spokane, WA 99202 4. Site Size: 15 acres 5. Number of Lots: 41 6. Lar. 6 use proposed by sponsor: Single Family dwellings 7. Exit: •ing Zoning: Agricultural, established April 24, 1992 8. Adv<.r`.ised Zone Upgrading: Single Family Residential (R -1) 9. Wetei Source: Trentwood Irrigation District 10. School District: East Valley School District 11. Environmental Impact: A topic of discussion at this hearing may be whether or not this proposal will have a significant adverse environmental impact. - 22 - Ie Inter- office Communication T„ ai Ja„ t NN .1(_. From Suoje'+ OFFICE. OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote PC-1- 2UA 1Z`/ 3 ,197? ; ÷ RAMC_ Diu is ,bru P Irf7 -77 Su,- jyu4Le ADDi Tin4 that conditional approval of the plat is given subject to dedication of Right of Way to the public and approval of the road system in the plat by the County Engineer; that plans, profiles, and cross sections showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and the filing of a final plat; that drainage plans and design calculations showing the grades and alignment of drain- age facilities be submitted to the County Engineer for approval prior to construction and the filing of a final plat; construction within the proposed public streets and easements shall be performed under the direct supervision of.a licensed land surveyor, who shall be responsible for perpetuating all evidence of the location of survey monuments which may be disturbed during construction and who shall furnish the County Engineer with "As - Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; no construction work is to be performed within the Public Right of Way until a parnit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer; all construction within the Public Right of Way is to be completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and conumenting the street centerlines shall be filed with the County Engineer. - Pacific Bank Spokane Valley Branch E. 13105 Sprague Spokane, Wa. 99216 RE: Sunnyvale Addition PE 1079 Gentlemen: Please be advised that loan no. 8287 issued by Spokane Valley Branch of American Commercial Bank for roadway improvements for $1,000.00 may be released. JS /1af SPOKANI L &L)I,NI iIUll..[ cc: Mr. Robert Fogg TDC Inc. 1L 3'Tipa ' ).VS ' i �� YlI'J V. D'LI,LI[)LL II .tiV' ik l' rr kr1 VI 0 I COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER S IPOIL.LN h' ' %VA.S mant3TOY 99260 September 30, 1980 Very truly yours, Robert S. Turner, P.E. County Engineer Jerry Sims Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 iter- office Communication Form 327 —C R OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Data '— 19 S0 1 d To From Subject /a: It *AO 0'1 Can cat ,- , e c eye o o s ✓i I.......- TO WHOM IT MAY CONCERN RE: Streets in Sunnyvale Addition Road File No. 2371 set October 3, 1979 This is to certify that streets In Sunnyvale Addition have been established and accepted as county roads by the Board of County Commissioners of Spokane County, Washington. The County assumes the responsibility of routine maintenance with the exception of curbs and sidewalks. No assessment will be levied against the property for routine maintenance. Yours very truly, Robert S. Turner, P.E. Spokane County Engineer Verril Smale Engineering Administrator BLI IJRI IIII ROAR) OI 1i)IIN1 1 uMMI .'linll RS OI SI'ULANL CUUI1I t, WA',d1NLIUN 73 03:3) RESOLUIIUN NO. IN THE MATTER OF 1STABLI'.;IIMI NI OF STREETS IN PEI'LINSKIS FIRS! ) AM[NDING ADDITION AND STREETS IN SHNNYVAII ) RESOLUTION - ESTABLISHMLN1 ADDITION ) COUNTY ENGINEER'S FILE Nn. 23/1 ) This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of STREETS IN PEPLINSKIS FIRST ADDITION AND STREETS IN SUNNYVALE ADDITION proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 79 -0131, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING That the rights of way have been dedicated as public roads, 50 & 60 feet wide and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 26TH day of FEBRUARY, 1979, being more particularly described as follows: LARCH ROAD - From Wellesley Avenue south to and including cul -de -sac. LILLIAN ROAD - From Wellesley Avenue south to and including cul -de -sac. LONGFELLOW AVENUE - From Larch Road including cul -de -sac east to Lillian Road including cul -de -sac. HEROY AVENUE - From Lillian Road east to Conklin Road. CONKLIN ROAD - From Wellesley Avenue south to Lot 6 Block 2. LONGFELLOW AVENUE - From Conklin Road east to meet Sunnyvale Drive. Ae SUNNYVALE DRIVE - From Wellesley Avenue south to meet Longfellow Avenue. 1- 16 y `I A t HEROY AVENUE - From Sunnyvale Drive east to Lot 8 Block 5. All located in the Northeast Quarter (NE 1/4) of Section 1, Township 25 North, Range 44 E.W.M. in Peplinskis First Addition No. 1049 and Sunnyvale Addition NO. 1079. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby are established as County roads and the same shall be known as LARCH ROAD, LILLIAN ROAD, LONGFELLOW AVENUE, HEROY AVENUE, CONKLIN ROAD, AND LONGFELLOW AVENUE, SUNNYVALE AND HEROY AVENUE NO. 2371. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED That the purpose of this resolution is to amend and cor- rect the erroneous description contained in Resolution No. 79- 0270passed and adopted on the 26TH day of FEBRUARY, 1979. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this F614I day of F+Y, 1979. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RAY W CHR'' 'CFN. CHM. IFRR49ftZilr T HARRY M. LAHNED H! I Okl till BOARD OF 1'c }IINI Y 1 HMMI`,SII)Nt RS OF SPOKANE COUNTY, WASHINGTON RI SDI 111 ION NII. 79 Gkri0 IN ffll MATTER OF ESTABLISHMENT OF STREETS IN PEPLINSKIS FIRST ADDITION AND STREETS IN SUNNYVALE ADDITION COUNTY ENGINEER'S FILE NO. 2371 RESOLUTION - ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of STREETS IN PEPLINSKIS FIRST ADDITION AND STREETS IN SUNNYVALE ADDITION proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 79 -0131, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING That the rights of way have been dedicated as public roads, 50 & 60 feet wide and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 26TH day of FEBRUARY, 1979, being more particularly described as follows: LARCH ROAD - From Wellesley Avenue south to and including cul -de -sac. LILLIAN ROAD - From Wellesley Avenue south to and including cul -de -sac. LONGFELLOW AVENUE - From Larch Road including cul -de -sac east to Lillian Road including cul -de -sac. HERDY AVENUE - From Lillian Road east to Conklin Road. CONKLIN ROAD - From Wellesley Avenue south to Lot 6 Block 2. LONGFELLOW AVENUE - From Conklin Road east to meet Sunnyvale Drive. All located in the Northeast Quarter (NE 1/4) of Section 1, Township 25 North, Range 44 E.W.M. in Peplinskis Addition No. 1049 and Sunnyvale Addition N0. 1079. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby are established as County roads and the same shall be known as LARCH ROAD, LILLIAN ROAD, LONGFELLOW AVENUE, HERDY AVENUE, CONKLIN ROAD, AND LONGFELLOW AVENUE N0. 2371. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 26TH day of FEBRUARY, 1979. TliSI: VIkNDN W. ORLAND CidERK OI till BOARD BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON - 411lM4AIuIT "NED 10-77 z_m),L '/ /000 .4 cep) Q6716 Osoo turf) 1�c�81 S fivr /,t'- C /oo0 /135/941) /op cg »O s //nip en etzm i• o fte- /fG t .c2 000dset //(7 OL.vw1 f ub25 /Jq t7/01 ('000. Asso7 /17‘ 4.0 S A,rt , /00.0 Ayr > it2C-3 1/90 3» ctpia ,plc 1. // ' , .e -° e. rw.e 57.E amt Mv7oz 71&7 z Patty fi /AT64 ry flea./Y717 Aryu — fen . / Cures - Wok 24� atecf of a, r,.7, wv►c O /mot Yk ni. Cute k cam. . . J)ttt7S SIAd 4C4( /fi M ai- Awl Mori eke( "ke( . geSs. ic n d/ gum z Z7 - 7I- ( /eJ d ant ree%/ 4 9iv�x /a,Ec filerg. 4 o . X00. Jf /W/2 S . Any/ 0 :cJe Ta-c,n 1 /820s: r e.- /4 t.s.v n-c c-. . 7O$7 /00 issi,N) r trl,7va?J C i000 Asst' ✓) C /utes . 4)9011i01. _ :(000 4ss+ 7000 4se94) oCE kY/4 / e»ceGxc. /L« ,.Ascao liras rat (E nil Speet WO/ . ( FA- 0, y it-amp are Cate, Sax h coot/ rites" of f- ei-n ✓Y1nl . (mu K- 4 ear. ate ism in, esect . tike i .t_ ?rid/ (tom 1 1 18/ iz - z7 -71_ (l , J oV 4 Lent ffank9/4/49/deie W-e v� ( SPO*,NC COUNTY COURT MOUSE TO WHOM IT MAY CONCERN nu, .a.7V t s OYial OE OP COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER November 30, 1978 Yours very truly, Verri}' Smale Office Engineer SPOnoss-vm: ,WAnnaxv(Ylox 1)1)201 Robert S. Turner, P.E. Spokane County Engineer RE: Streets in Peplinski's First Addition and Sunnyvale Addition 1202a% .c.gb X37/ oyi The roads in Peplinski's First Addition and Sunnyvale Addition have been inspected and approved for acceptance by this office. The public hearing before the Board of County Commissioners for consideration of establishment of the roads for maintenance per Chapter 36.81 R.C.W. will be set in the near future. Spokane County Of Engineer's N. 2521 Flora Rd Spokane, Washington Attention: Verle Smale Dear Verle, KJT /jm Novembei 30, 1978 Per our 9onversation on 11- 29 -78, in regards to Peplinski Subdivision, Sunnyvale Addition, Van Hees Addition, Dean's Addition, Barden's Addition and Clumpner's Addition. I am willing to work with you in regards to the items we discussed. This can be accomplished through the bonds that you have requested. However, in any subdivision where work has been done after the paving and curbing has been completed and the contractor recieves a permit from the County to do work (phone company or W.W.P.) than I feel that they shall be responsible for their own work. If any questions on the above matter, please don't hesitate to call: Yours tr ly, Kenneth J. ull� President Tupper Inc., Rectors . 10 29 EAST 12929 SPRAGUE AVE. • SPOKANE, WASHINGTON 99216 • (509) 928 -1991 SPOnfNf (OUNIY C04N1 nOUSE August 4, 1978 Vern Eaton Insurance P.O. Box 177 Veradale, WA 99037 RE: BOND NO. 55 SB 028401 BCA Requirements for approval of the Plat of Sunnyvale Subdivision secured by your Bond No. 55 SB 028401 BCA, have been satisfied.. The Bond may now be released. ROBERT S. TURNER, P.E. SPOKANE COUNTY ENGINEER VERRIL S E OFFICE NGINEER ns Enclosure cc: T.D.C. Inc. ISranitattnE OFFICE OF . COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SronaN &: ,R n!1awarozw SU3JIYISION ROADWAY IMPROVEMENT BOND Bund l:o. • ji 56 02h14UI 9CS . KNOW ALL MEN BY THESE PRESENTS, that we, Ti.u: Tnc., T.G.C., Inc. and Kenneth J. Twiner of Spokane, Washington, as PRINCIPAL and The !Etna Casualty and :>urut,y Co:¢an; a corporation organized and existing under th_ laws of the State of Cunuectict't and authorized to transact a surety business in the State of Washington, as SURETY, are held:and firmly bound unto the Board OE County Cc^tissioners of Spokane County, Washington, as OBLIGEE, in the penal sum of Thirty Six Thousand and ilo /100's COLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, the PRINCIPAL and SURETY bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, SEALED AND DATED this ' {rd day of WHER AS, the said PRINCIPAL is the owner of a tract of land in Spokane County divided and platted into lots and known as 3unnvvale Sandivisi.on and being located'in Section 1 , Township 25 North, Range lrli E.U.M., in Spokane County, Washington and-said County.has required that a bond be furnished in an amount sufficient to pay the construction costs of grading and surfacing to the approved grades and typical section the roadways of said plat and the installation of drainage structures and such other work as is incidental and necessary thereto all in accordance with those Plat Roadway Improvement Specifications dated August 3. 19 77 and to the satisfaction of the County Road Engineer: such improvements to be completed not later than August 3. of the County Road Engineer. Upon failure of the PRINCIPAL to comply with the requirements stated herein within the time authorized, the OBLIGEE shall look to the SURETY for satisfaction to the extent of thie The obligation of this BOND shall be kept in full force and effect until, in the opinion of the OBLIGEE, the requirements herein stated have been satisfied inwhich event ,written release will be given by the OBLIGEE, the OBLIGEE having sole right to grant such release and the SURETY hereby waives all rights to release from the obligation except as herein stated. APPR07ED AS TO PORN Deputy Prosecuting Attorney .197R unless said date be extended at the option ($36,000.0** August. .1977 THE 1FTNA CASUALTY AND SURETY COMPANY SURETY (ATTORNEY-IN ACT) Walter W. t•olf For security purposes only, T.D.C. Inc. hereby assigns to Spokane County, a municipal corporation, the following: Savings Certificate Number , ,Z .Y 7 Spokane.VaFley Branch. This assignment is made as security for the full and faithful performance by T.D.C. Inc. of the construction of curbs, paving, sidewalk, and drainage structures as specified on the plot plan, dated and on file in the Office of the County Engineer. Any interest benefits accruing under said savings certificate shall remain the property of Said savings certificate is to be released to T.D.C. Inc. or any other party only with the prior written consent and agreement of Spokane, County. Dated ,this in the face amount of and held in and by the Bank of Spokane 2 7th T.D.C. Inc. A S S I G N M E N T day of 1,000.00 American Commercial Washington Sunnyvale Subdivision July , ��D.C. ! Inc. ✓\ By r- - 4 AM ICAN COMMERCIAL BANK 19 -78. 11111/741 LIFE & CASUALTY Contractor: T.C.C., INC. Address: SPOKANE, '.!,ASli I NGTON Owner: SPOKANE COUNTY COMM ISSIOHIERS Description of Contract: ;6.000.00 SUuu 1 U I s I Uil IIuAOWAY INPROVFMFNT 80110. SI INNYVAI F Sl IRn UI I S J nN (Include Locution and Owner's Contract Numbed LOCATED IN SECTION 1 TOWNSii1P 25 NORTH. RANGE 44 E.W.M..•IN SPOKANE COUNTY. WASH INGTON Contract Price $ 36,000.00 Bond(s) $ 36.000.00 Effective Date R/1/77 Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate such of the following information as is now available. 1. IF CONTRACT COMPLETED, PLEASE STATE: Approximate date of cornpletion of work (or final delivery) Approximate acceptance date Final Contract Price $ 4. Remarks: (If any) BOARD OF COUNT'( CO/ U.1155IONERS SPOKANE COUNTY W. 1 1 16 BROAD'../AY AVE. SPOKANE, WASH I IIGTON 99201 L J Our Bond No. 45 SR 028401 RCA Date c G , 19 7f PLEASE RETURN ORIGINAL OF THIS INQUIRY TO GENERAL FORM THE /ETNA CASUALTY AND SURETY COMPANY STATUS INQUIRY Hartford, Connecticut 06115 General Form Status Inquiry Federal Cases to he Submitted et Duphe:IC. Stamped Addressed Envul ole to hi: 411n<bed 15- 17Ge -Fl 10.76 Owner. By: Title. Very truly yours, THE /ETNA CASUALTY AND SURETY COMPANY 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approximate percentage or dollar amount of contract completed or delivered 3. Do you know of any unpaid bills for labor or material? (Check) Yes ❑ No Ej ho eu !-v a ISco- Thu language of Ibis fonn is acceptable to the SAA. Addressee: (Owner's or Obligee's Name & Address) By X/ - 1 LILY JARVIS, DEPARTMENT XRITI9r%;(' X'X)C r r sif It is understood that the information contained herein is furnished as a matter of courtesy for the confidential use of the surety and Is merely an expression of opinion. It is also agreed that in furnishing this information, no guaranty or warranty of accuracy or correctness is made and no responsibility is assumed as a result of reliance by he sur- y, whether such information is furnished by the owner or by 3rOrc ct or n neer as the -.eat of the owner. CAT. 431400 PRINTED IN U.S A. Dear Sir: One of the requirements set forth by the Spokane County Planning Commission in connection with the above titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be as follows: - o O AMOUNT OF STREET IMPROVEMENT ND $ 3 5406 OA- A Street Improvement Bond in the above ount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Yours very truly, Grading Surfacing Draina?P Other ' By Subdivison Name: Robert S. Turner, P.E. Spokane County Engineer $ good 6 0 /(goo ° — /O fo 00 °— STORM DRAINAGE COST ESTIMATE ' PROJECT _.SLv4A ., thc.1P. cE;u C.. DATE S' I , - 7 - 7 1 ITEM NO. UNIT COST COST 1) Precast Drywell- Standard 2— * 5 SCa Cm. a - 1 °n 650.00 scot co 10 3n0c." 4) Concrete gutter inlet N �� 5) Concrete Sewer Pipe - 10" Dia N/A 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 2) Precast Drywell- Extra Depth 3) Special Backfill for Drywell * S.NCa c s 1c�d e)cl='u- & r C- -aree- Sub Total Contingencies TOTAL 1 astf e© � 0600— NO. 77 1432 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON. ZE -26 -77 ) IN THE MATTER OF CHANGING THE ZONING MAP ) FROM AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL% ON PROPERTY LOCATED IN SECTION 1 , TOWNSHIP ) R E S O L U T I O N 25 N., RANGE 44, E.W.M. SPOKANE COUNTY, ) WASHINGTON. ) ) ) The above - entitled matter coming on regularly for hearing before the Board of County Commissioners of Spokane County, Washington, on this day, and it appearing to the Board that the Spokane County Planning Commission has given due notice of the hearing on the matter in the manner and for the time provided by law; that said Planning Commission has held a public hearing as required; and that the said Planning Commission concurs in the plan to zone the following described property as: SMGTS FAMILY RESIDENTIAL The W 680 feet of that portion of NEE. of Sect. 1 lyg Ely of Ely in of Eller's Addition extended Nly, Nly of the abandoned irrigation canal right of way & Sly of Wellesley Ave. Section 1, Township 25 N., Range 44, E.W.M. Spokane County, Washington. /07 All the plat in Sunnyvale Addition, Section 1, Township 25N, Range 44 E.W.M. NOW, THEREFORE, BE IT RESOLVED, that the above - described property be, and the same hereby is zoned under the classification of SINGLE FAMILY RESIDENTIAL as defined in the Zoning Ordinance of Spokane County, adopted August 25, 1953, as amended. PASSED BY THE BOARD THIS DAY OF Sedet , 19 .77 A9"1'EST: VERNON W Clerk of the Boar By: /Vat 1 Deputy This is to certify that this is a true and correct.,,cpp o� Resolution No. • 1 passed b e Board this of'.Z d y of,/ 19 Deputy I hereby certify that I have posted the above changes and revisions on the Zoning Map in the Building Codes Department, and do further certify that the zone classification change is the same as described above and shown on the attached map. SIGNED: DATED; BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IFRRY Q. KDPET. CHM. HARRY M. EARNED RAY W. CHRISTENSEN 17506 Plat Name: Subdivider: Surveyor: %bc._ 9c1 / PEG • SPOKANE COUNTY PLAT ROAD ?'!AY IMPROVEMENT SPECIFICATIONS No. 19 J 7 The following specifications shall apply to the improvement of the roadways of the above titled plat. No variance from these specifications will be allowed without specific prior written approval of the Spokane County P.-»ad Engineer, hereinafter called - "Engineer ". The Subdivider sh11 be solely responsible, for all costs of the roadway improvements herein specified unless otherwise specifically stated. GRADING: The roadways shall be graded and shaped to the lines and dimensions of the typical section attached and to the grade lines approved by the Engineer and on file in his office. The graded roadway, subgrade, shall be constructed to an elevation below ' the finish grade to allow for the thickness of surfacing and future pavement courses and the subgrade shall_ be crowned as shown by the typical section. Compaction of the subgrade may be required if it is deemed necessary by the Engineer. The subgrade shall be inspect— ed and approved by the Engineer prior to the placing of any surfacing material. CURBING: Required only when specifically noted on the typical section attached. When required by the County or when required by the Subdivider as a condition of sale, curbing shall conform to these specifications: Curb. shall conform to County Standards available from the Engineerts Office. Curb grades shall be those approved by the Engineer. Whether. required or not, no curb shall be installed in the roadways without a written permit from the Engineer. SURFACING: The types, width of courses, and compacted thickness of surfacing material required to be placed on the roadways is shown on the typical section. The following are specifications for the various types of surfacing materials: Pit Run Material shall be natural gravel, talus or shot rock from a source approved by the Engineer. Normally the maximum particle size shall not be greater than two - thirds of the compacted course thickness. In order to satisfy this requirement the Engineer may require that the natural occuring material be screened or run through a jaw crusher - before being placed on the roadway. Base Course Material shall be crushed rock or gravel being well graded - from l4" maximum size to dust. The material shall have sand equivalent test value of not less than 40. Top Course Material shall be crushed rock or gravel being well graded from 5'8" maximum size to dust. The material shall be well fractured and shall have a sand equivalent test value of not less than 40. All.surfacing materials shall be subject to the approval of the Engineer and he shall be notified of the sources of such materials within sufficient time to allow for inspection prior to the placing of the materials on the roadway. Compaction of the surfacing courses may be required if it is deemed necessary by the Engineer. DRAINAGE: County Standard catch basins, culverts and other drainage facilities shall be installed at the locations shown on the approved drainage plan on file in the Engineer's Office. Gravel backfill will be required for catch basins only when specifically called for. Installation of all required drainage facilities shall be subject to the approval of the Engineer. If a piped storm drainage system is required, detailed plans, design calculations and maps of the system shall be submitted to the Engineer for approval and a written permit secured prior to the actual installation of any part of the system. - PAVEMENT: Required only when specifically noted on the typical section attached. Whether required or not, any pavement placed on the roadway shall conform to the requirements of the ?•fashington State Highway Specifications for the type of pavement APPROVED APPROVED —2— involved, unless written modification and approval is given by the Engineer. No pavement shall be placed on the roadways without a written permit from the Engineer. EdGINEERING: All engineering required to satisfactorily complete the improvements herein required, such as staking of roadway grades, curbs, etc., shall be provided by he Subdivider at his cost. COMPLETION: The improvements herein required shall be, completed on or prior to the date specified on the Subdivision Roadway ImprovementBond, unless said date be extended by the Engineer. Extension of time for completion shall in no way nullify any of the requirements of these specifications. When the Engineer has inspected and approved the completed improvements he will give written notice to the Subdivider of such approval. Only such written notice will release the Subdivider of, the requirements of these specifications. Robert S. Turner, P.E. Spokane County a :: eer BY 1977 By fiat Sponsor , 19 7 Gentlemen: VESTEES: Transamenoa Title Insurance Services Spokane County Planning Commission North 811 Jefferson Spokane, Washington (continued) Transamerica Title Insurance Company West 808 Sprague Avenue Spokane, Washington 99201 (509) 838 -3688 R ECEIVED AUG 1 ;977 AMENDED CERTIFICATE TO PLAT SPOKANE COUNTY PLANNING DEPARTMENT Order No. 82674 -M Certificate for Filing Proposed Plat of SUNNYVALE ADDITION In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: That portion of the Northeast quarter of Section 1, Township 25 North, Range 44 E.W.M., described as follows: The East 680.00 feet of the West 1360.00 feet of Government Lots 1 and 2 in said Section 1, lying North of Spokane Valley Land & Water Company Canal right of way and South of Wellesley Avenue, as it now exists 60.00 feet in width. DEVISEES UNDER THE WILL OF KATHERINE ELIZABETH SPERBER, Deceased (See Note 1). EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. General taxes for the last half of 1977 in the amount of $263.60, including Weed District Tax (Parcel No. 01541- 9004). 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Kenneth J. Tupper, acting as President for Tupper Development Company; Robert W. Fogg and Larry Peplinski And: Loyd J. Borjessan and Edith M. Borjessan, husband and wife; and Orville Kellmer and Barbara Kellmer, husband and wife Dated: March 3, 1977' - Recorded: March 3, 1977 Recording No.: 7703030320 VS:tlj AMENDED CERTIFICATE TO PLAT Page 2 Order No. 82674 -M 4. Right, title or interest of Kenneth J. Tupper, acting as President for Tupper Development Company; Robert W. Fogg and Larry Peplinski as disclosed by the execution of the above Agreement. NOTE 1: Katherine Elizabeth Sperber died July 8, 1976. Non - intervention will admitted August 6, 1976. In Spokane County Probate Case No. 102934, Old National Bank Trust Department, by A. W. Seideman, Trust Officer, is authorized as personal representative, to sell and convey, or contract to sell and convey said property for an entire monetary consideration, subject to payment of inheritance tax. Attorney for the estate: John Snoddy. NOTE 2: There is an unrecorded contract of sale held in escrow at Old National Bank between Old National Bank Trust Department, as personal representative for the Estate of Katherine Elizabeth Sperber, and • TDC, Inc. There is an unrecorded contract of sale held in escrow at Old National Bank between TDC, Inc. and Robert Fogg and Darlene Fogg, husband and wife. Records examined to July 6, 1977 at 8:00 A.M: TRANS ERICA TIT INSURANCE COMPANY ceir By: Vir nia Stamper Title Officer cc: Tupper Inc., Realtor cc: Inland Pacific Engineering & Construction Corporation Gentlemen: VESTEES: EXCEPTIONS: !1 4 West 808 Sprague Avenue Spokane, Washington 99201 (509) TE 8 -3685 Transamerica Title Insurance Co CERTIFICATE TO PLAT Spokane County Planning Commission N. 811 Jefferson Spokane, Washington Order No. 82674 -M Certificate for Filing Proposed Plat of SUNNYVALE ADDITION ! z w A Service of ri Transamerica Corporation In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: That portion of the Northeast quarter of Section 1, Township 25 North, Range 44 E. W. M., described as follows: The East 680.00 feet of the West 1360.00 feet of Government Lots 1 and 2 in said Section 1, lying North of Spokane Valley Land & Water Company Canal right of way and South of Wellesley Avenue, as it now exists 60.00 feet in width. DEVISEES UNDER THE WILL OF KATHERINE ELIZABETH SPERBER, Deceased (See Note 1). 1. 1% excise tax, if unpaid. 2. General taxes for the last half of 1977 in the amount of $263.60, including Weed District Tax (Parcel No. 01541 - 9004). (continued) Page 2 Order No. 82674 -M 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Kenneth J. Tupper, acting as President for Tupper Development Company; Robert W. Fogg and Larry Peplinski And: Loyd J. Borjessan and Edith M. Borjessan, husband and wife; and Orville Kellmer and Barbara Kellmer, husband and wife Dated: March 3, 1977 Recorded: March 3, 1977 Recording No.: 7703030320. 4. Right, title or interest of Kenneth J. Tupper, acting as President for Tupper Development Company; Robert W. Fogg and Larry Peplinski; as disclosed by the execution of the above Agreement. NOTE 1: Katherine Elizabeth Sperber died July 8, 1976. Non- intervention will admitted August 6, 1976. In Spokane County Probate Case No. 102934, 0ld National Bank Trust Department, by A. W. Seideman, Trust Officer, is authorized as personal representa- tive, to sell and convey, or contract to convey said property for an entire monetary consideration, subject to payment of inheritance tax. Attorney for the estate: John Snoddy. hm Records examined to July 6, 1977, at 8:00 A. M. TRANSAMERICA TITLE INS £NCE CO. By: A:(-6t2 inia Stamper cc: Tupper Inc., Realtor cc: Inland Pacific Engineering & Construction Corp. Gentlemen: VESTEES: C, r West 808 Sprague Avenue Spokane, Washington 99201 (509) TE 8 -3685 Transamerica Title Insurance Co CERTIFICATE TO PLAT Spokane County Planning Commission N. 811 Jefferson Spokane, Washington Order No. 82674 -M Certificate for Filing Proposed Plat of SUNNYVALE ADDITION (continued) - ra A Service of Transamerica Corporation r In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk • of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: That portion of the Northeast quarter of Section 1, Township 25 North, Range 44 E. W. M., described as follows: The East 680.00 feet of the West 1360.00 feet of Government Lots 1 and 2 in said Section 1, lying North of Spokane Valley Land & Water Company Canal right of way and South of Wellesley Avenue, as it now exists 60.00 feet in width. DEVISEES UNDER THE WILL OF KATHERINE ELIZABETH SPERBER, Deceased (See Note 1). EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. General taxes for the last half of 1977 in the amount of $263.60, including Weed District Tax (Parcel No. 01541 - 9004). 1 Page 2 Order No. 82674 -M 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Kenneth J. Tupper, acting as President for Tupper Development Company; Robert W. Fogg and Larry Peplinski • And: Loyd J. Borjessan and Edith M. Borjessan, husband and wife; and Orville Kellmer and Barbara Kellmer, husband and wife Dated: March 3, 1977 _ Recorded: March 3, 1977 Recording No.: 7703030320. 4. Right, title or interest of Kenneth J. Tupper, acting as President for Tupper Development Company; Robert W. Fogg and Larry Peplinski, as disclosed by the execution of the above Agreement. NOTE 1: Katherine Elizabeth Sperber died July 8, 1976. Non- intervention will admitted August 6, 1976. In Spokane County Probate Case No. 102934, Old National Bank Trust Department, by A. W. Seideman, Trust Officer, is authorized as personal representa- tive, to sell and convey, or contract to convey said property for an entire monetary consideration, subject to payment of inheritance tax. Attorney for the estate: John Snoddy. Records examined to July 6, 1977, at 8:00 A. M. TRANSAMERICA TITLJNCE INS CO. By: -// - 1 inia Stamper cc: Tupper Inc., Realtor cc: Inland Pacific Engineering & Construction Corp. hm FINISH GRADE ELEV.I IF 6 GUTTER WHERE UNCURBED "�"T CROWN STREET PAVED T '" " - ,:. -..... 002 %ft`_ s .�..�e SUB GRADE ELEV �-` �'a STD. CONCRETE CURB I .- �_.._? Curbing required only when specifically noted. TOP COURSE BASE COURSE Plant Mix Pavement Top Course APPROVED: DATE_ 7 SIGNATURE PLAT SPONSOR If ctr cet is to he paved prior to County acceptance the following surfacing courses will be required. TYPICAL SECTION PLAT 15 i NO. If street is not to be paved prier to County acceptance the following surfacing courses will be required. Top Course Bo se Course ____ l) _-- -_ _.. -- `--- --- .- ---- _________ Bose Course - -- . Y paving and curbing is not required as a part of subdivision roadway improvements. However should the subdivider be required to or should he elect to pave or curb any street, the paving and /or curbing must be done to County and a permit for_ doing such work must be secured from the Count ` y Engineer's Office. standards • All surfacing materials must be approve d prior to laeln .. -..... _-- _-- _- _-- - - - - -- -- . ^_ - -_— Call the Count F 9 streets. County Engineer's Office, 4 56 -3600 for Inspections APPROVED By • ROBERT S. TURNER P.E. SPOKANE COUNTY ENGINEER .19 TRAVFRSE ANALYSIS CF SUNNYVALE ADDITION SURVEYOR: INLAND PACIFIC ENGR N 8619 CIVISION'ST SPOKANE, WASH 99208 4E4 -4750 CHECKED BY: SPCKANE COLNTY ENGRS DATE: 07/19/77 , 1 1 ---= LATITUDES -=L' DEPARTURES 7--' - -1 ELCK LOT BEARING DISTANCE N 0 R T E S C U T 1- E A S T W E 5 T FLAI ECRY N 0 1 2tW 992.930 FLAI BURY S 89 43 12E 680.00 PLA1 ECRY S 0 1 26E 1002.770 PLAT BURY S 84 33 52W 46.770 FLAI BCRY S 77 31 52W 400.000 FLAT BCRY-, N E6 49 BW 262.030 993.930 0.414 27322 679.9ct 1002.770 0.418 4.62C 86.364 103.145 1097.075 1CS7.077 680.410 680.405 AREA = 711279. SC FT 1 16.33 ACRES) 1 CL N 0 1 26W 565.000 565.000 1 CL S 89 43 12E 170.000 1 CL S 0 1 26E 565.000 565.00 0.236 1 CL N 89.43 12W 170.000 0.831 0.831 169.998 48.551 390.565 240.675 0. 2 236 169.998 565.831 565.831' 170.234 170.234 AREA = 4 /6044. SG FT 1 2.20 ACRES) SL N 0 1 26W 510.000 510.000 0.213 1 SL S 89 43 12E 120.110 C.587 120.109 1 SL S 0 16 48W 20.000 20.000 0.098 1 SL N 89 58 34E 20.000 0.008 20.000 +CLRVE: DELTA = 89 41 46 RADIUS = 20.000 LENGTH =' 31.31C' TANGENT = 1S.E94 1 SL 5 C 1 26E .470.001 „ -. 470.000- - , 0.196 l SL S 89 5834W' 20.000 0.008 20:000 1 SL S 0 16 48W 20.000 20.000 0.098 +CLRVE: DELTA = 90 18 14 RADIUS = 20.000 LENGTH = 31.522 TANGENT = 20.10E 1 SL N 89 43 12W 119.890 0.586 119.689 510.594 510.595 140.305 140.297 AREA = 71230. SG FT 1 1.64 ACRES) 1 1 N 0 1 26W - 120.000 120.000 0.050 I" 1 ' :S 89 43 12E " 120.110 0.587 120.109 1 1 S .0 16 46W 20.000 20.000 0.098 1 1 N 89 58 34E 20.000 C.COE 20.000 +CLRVE: DELTA = 89 41 46 RADIUS = 20.000 LENGTH = 31.310 TANGENT = 19.694 I 1 S 0 1 26E 100.110 100.110 0.042 1 N'89 43' 121 140.000 0.684'" 139.998 1. 5 N 0 1 26W,,, 90.000 90.000 0.C38 1 5 S 89 43 12E 140.000 0.684 139.998 1 5 S 0 1 26E. 69.890 69.89E 0.029 1 5 S 89 20:000 0.00E 20 1 5 S 0 16 48W 2C.000 20.000 0.098 +CLRVE: DELTA = 90 18 14 RADIUS = 20.000 LENGTH = 31.522 TANGENT = 20.10E 5 . N 89 43 12W . 119.890, 0.58E- 119.889 1 2 N 0 1 26W 11C.000 11C.COC C•C4E 1 2 S 89 43 12EE 140.000 0.684 139.998 1 2 S 0 1 26E 110.000 110.000 0.04E 1 2 N 89 43 12W 140.000 0.684 13 1 3 N 0 1 26W 100.000 100.000 0.042 1 3 S 89 43 10E 140.000 0.684 1397598 1 3 S 0 1 26E 100.000 100.000 C.042 1 3 N 89 43 12W 140.000 0.E84 139.598 1 4 N 0 1 26W 90.000 - 90.000 0.038 1 4 S 89 43 12E 140.000 0.684 . .135.998 1 4 5 0 1 26E 90.000 90.000 0.038 1 4 N 89 43 12W 140.000 0.684 139.998 2 CL N 0 1 26W 433.930- 433.93• 2 CL N 0 1 26W 25.00C 25.000 2 CL S 89 43 12E 170.000 C.831 169.998 2 CL S 0 1 26E 530.910 530.910 0.221 2 CL N, 66 49 8W. 32.E4C 12.848 2 CL N 66 49 8W 152.320 159.959 146.CYd 1LC•04/ 1'K •136 191,0.J9C AREA = 16716. SC FT 4 0.38 ACRES) 110.684 110.684 140.044 140.044 AREA = 15400. 5C FT 4 0.35 ACRES) 100.684 100.684 140.040 ' 140.040 AREA = 14000. SC FT 4 0.22 ACRES) 90.684 90.684 14C.C3E 140.03E AREA'= 12E00. 5C FT 4 0.29 ACRES) 90.58E 90.582 140.027 140.024 AREA = 12512. SC FT 4 0.29 ACRES) 0.181 0.010 30.005 140.022 F31.737 531.741 170.219 170.219 AREA = 84135. 50 FT 4 1.93 ACRES) E 1 .2'• THRU 4 BL'[CK"2 ;ARE 'TENT ICAL' 2 2 : 2 2 2 SL N U 1 16W 47J.3JU 4JJ. 2 SL S 89 43 12E 120.110 C.581 2 SL S 0 16 48W 20.000 20.000 2 SL N 89 58 34E 20.000',., 0.008 +CLRVE: DELTA = 89'41 46 RADIUS = 20.000 LENGTH '= 31.310: 2 SL S 0 1 26E 472.320- 473.320 2 SL N 66 49 8W 152.32C 59.959 1 N 0 1 26W 95.000 95.000 0.040 1 S 89 43. 12E .•.120.110,,'; 0.587',•' 120.109,,: 1 S' -0 16 48W ::20.000 20.000 0.098 N 89 58 34E 20.000 0.008 20.000' +CLRVE: DELTA = 89 41 46 RADIUS = 20.000 LENGTH = 31.310 TANCENT = 19.894 2 1 S 0 1 26E 75.110 75.110 0.031 2 1 N 89 43 12W 140.000 0.684 139.998 N,; 0:7,-1 26W S -89'43 .12E 140.000 2 S 0 1 26E 90.000 2 N 89 43 12W 14C.000 0.684 68.930, ^ „> ,bB:S_3G! .•,,, 12E, 140.000 0.684':'; 0"-'1'268 128:210 , " 126.210 N 66 49 8W 51,,. N.,,'UD`i'- „ +1' 152.320 59.959 83 SL " - N '89 58 " 34E 2C.000 0.008 493.897 492.901 140.206 140.201 AREA = 64E17..50 FT ( 1.49 ACRES 95.693' 95.697 140. -140 140.136 AREA = 13216. SC ( 0.30 ACRES I ' 90.000 120.109 .20.CGO TANGENT 0.197 0.038 U.101 , 0.C98 19.694 140 .412 139.59E 90.684 90.684 140.036 140.036 AREA = 12E00. SO FT ( 0.29 ACRESI 13 0.053 0 029 140.022 . 128.889 128.894 140.C52 140.051 ' AREA = 13E00. SC FT 1 0.32 ACRES/ , CL N 0 1 26W 930.000 930.000 0.388 CL . 89 43 12E- 340.000' 1.66e 339.996 CL S 1.26E 825.470".', 825.470 0.346 CL S 89 58 34W 100.000 - C.042' 100.000 3 CL 5 0 16 48W 100.000 49.995 0.489 +CLRVE: DELTA = SO 18 14 RADIUS = 100.000 LENGTH = 157.610 TANGENT = 100.532 CL N 89 43 12W 239.470 1.170 239.467 931.17C -' -- 931.172 340.242' 340 AREA = 314023. SC FT -( 7.21 ACRES) 20.000 - - ` • LOT 2 E 17 'BLOCK 3,ARE ICENTICAL COT`'3'E Ii5 ELO;CK`*3'.ARE''I'CENTICAL7 LEIS 4 THRU 8 E 13 THRU 15 BLOCK 3 ARE ICENT 3 SL S 89 58 34W 20.000 0.00E 3 SL N 0 16 48E 2C.00C 2C.L0V Istst, +CIRVE: DELTA = 90 18 14 RADIUS = 20.000 LENGTH = 31.522 TANGENT = 20.106 SL S 89 43 12E 240.000 1.172 239.997 2 SL 5 0 16 48W 20.000 20.000 0.098 SL N 89 58 34E 20.000 0.006 20.000 +CIRVE= DELTA = 89 41 46 RADIUS = 20.000 LENGTH = 31.31C TANGENT = 19.894 2 SL S 0 1 26E 779.740 779.740 0.325 2 SL S 89 58 34W 70.000 0.029 ,70.000 3 SL S 0 16 48W 70.000 69.999 0.342 +CURVE: DELTA = 90 18.14 RADIUS = 70.000 LENGTH = 110.327 TANGENT = 70.272 SL N 89 43 12W 189.740 0.927 1E9.738 SL N 0 16 48E 20.000 20.000 0.058 20.000 + CLRVE: DELTA = 89 41 46 RADIUS = 20.000 LENGTH = 31.31C TANGENT = 19.894 870.943 AREA. 870.949 280.518 280.524 242278. 5C FT ( 5.56 'ACRES) . 1 N 0 1 26W, .99.890* 95.890 .0.042 1 N 89 58 "34'E',' H20.000 0.008 20'.000 3 1 N 0 16 48E 20.000 20.000 0'.098 + CIRVE: DELTA = 90 18 14 RADIUS = 20.000 LENGTH = 31.522 TANGENT = 20.106 3 1 S 89 43 12E 119.890 0.586 119.889 1 S 0 1 26E 120.000 120.000 0.050 "` 3 1 N.89 9 43 12W 140.000 0.684 . 139.498 . a 120.582 120.58E ' 140.036 140.040 AREA = 16712. SC FT ( 0.38 ACRES) 2 N 0 •1 26W 110.000 110.000 0.048' 2 S 89 128 14C.COC 0.684 139.996 2 S 0 1 26E 110.000 110.000 C.046 2 N 89 43 12W 140.000 0.684 139'.598 110:684 110.684 - 140.044 "'140.044 AREA = 15400. SC FT 1 0.35 ACRES) ,; N ..p .Lr.u26W :.100.000 ,,, 100.-00Q- 3- "':S 89 43 .12E 140.000 0.684' 139.998 3 S 0 1 26E 100.000 100.000 0.042 3 N 89 43 12W 140.000 0.684 139.998 100.684 AREA 100.684 140.040 140.040 14'C,OC: SC FT 1 0.22 ACRES) 4 N 0 1 26W 90.000 90.000 0.038. 4: 5 89 43 12E 14C.000 .C.684 139.998 4- S 0- 1 26E 90.000 90.000 C.038 4 N 89 43 1214 1407000 0.684 139.498 90.684 90.684 140.036 140.036 AREA = 12600. 5C FT 1 0.29 ACRES) LOT 11 E 12 BLCCK 3 ARE IDENTICAL + CURVE: DELTA = 9 N 0 1 ,aW 70.110 9 S 89 43 12E 140.000 9 S 0 1 26E 90.000 9 N 89 43 12W 120.110 9 N 0 16 48E 2C.00C 9 S 89 58 34W 20.000 89 41 46 RADIUS = 70.110 .0.587 20.000 0.684 135.598 90.000 0.038 0.098 0.00E 20.000 LENGTH = 31.310 TANGENT = 90.697 90.692 140.134 140.138' :AREA = 12515.' SC' FT-" ( •"0.29 ACRES) 10..:'; N . 0 '15 26W 100.000 ' 100.000, 0.042 3. 10 S 89 43 12E 140.000 C.684 134.598 10 S 0 1 26E 29.630 25.630 0.01 10 S 89 58 34W 70.000 0.025 70.000 3 10 S 0 16 48W 70.000 65.995 0.242 +CURVE: DELTA ' =.,, 90 18 14 RADIUS = , "'70.000' LENGTH 110 , ' TANGENT' = 70.372 2 10 N 89 43 121 "69.630' 0.340 - 69.625 3 11 N 0 1 26W 85.000 3 11 S 89 43 12E 140.000 3 11 S 0 1 26E 85.000 11 N 89.43 12W . 140.000 100.340 100.342 140.011 140.013 AREA = 12536. SC FT ( 0.30 ACRES) 85.000 0.684 3 18' N 89+43 12W 140.000 C.684 0.684 85.000 135.598 C.C35 0.025 120.105 20.000 19.894 139:598: 85.684 85.684 140.024 140'::034 AREA = 11500. SO FT ( 0.27 ACRES) 18 ^,N" 0 ,;1 "26W" ' 120.000 120.000' 0.050 18 S 89 43 12E 120.110 C.587 120.109 3 18 S 0 16.48W 20.000 20.000 0.098 2 18 N 89 58 34E 20.000 C.006 20.000 +CURVE- DELTA 89.41.46 RADIUS = 20.000 , LENGTH = 31.3 , TANGENT , =' - 19.294 139.598 120.693 120.697 140.150 140:146 AREA = 16716. SC FT ( 0.38 ACRES) 4 CL N 0 1 26W 650.000 650.000 0.271 4 CL S 89 43 12E 170.000 0.831 165.956 , , -4 CL.._ S 0 1 26E . 30.000 30.000 0.013 -- CL S 0 1 26E 590.000 590.000 0.246 :4 CL S 0 1 26E 30.000 30.000 .0.013 0.035 4 CL N 89 43 12w 170.000 0.831 169.598 650.831 650.831 170.269 170.269 AREA 110498. S0 FT 1 2.54 ACRES/ E1 1 LOT 4 E 5 BLOCK 4 ARE IDENTICAL 4 SL N 0 1 26W 550.000 550.000 0.229 4 5L : N 89 58 34E 2C.00C C.COE 20.CC0 4 SL N 0 16 48E 20.000 20.000 0.058 +CLRVE: DELTA = 90 18 14 RADIUS = 20.000 LENGTH = 31.522 TANGENT = 20.106 4 SL S 89 43 12E 119.890 0.58t 119.889 4 SL S 0 1 26E 590.000 590.000 0.246 4 SL N 89 43 12W 120.110 0.587 120.109 4 SL N .0 16 48E 20.000 20.000 0.098 4 51 S 89 58 43W 20.000 0.007 20.000 +CURVE: DELTA = 89 41 55 RADIUS = 20.000 LENGTH = 31.311 TANGENT = 19.895 4 1 N 0 1 26W 99.890 99.890 0.042 4 1 N 89 58 34E 20.000 0.008 20.000 . ,4 1 N 0 16 48E 20.000 20.000 0.098 +CIURVE: DELTA`= ,90'18 14 :' RADIUS'_ :20.000 LENGTH = 31.522 .,TANGENT = 20.106 4 1 S 89 43 12E 119.890 0.586 119.E89 4 1 5 0 1 26E 120.000 ,120.6OI 0.050 139.998 4 1 N 89 43 12W 140.000 0.684 4 - 2 N 0 -1 26W - 110.000 110.000 4 2, S 89 43 12E., 140.000 4 '2 5 0.1 26E 11C.000, 4 2 N 89 43 12W 14C.000 590.595 590.592 140.230 140.23E AREA = 82425. 5C FT ( 1.89 ACRES) 120.582 120.58E 140.036 140.040 AREA = 16112. SC FT.( 0.38 ACRES) C - .684_ , "110.000, C.684 4 3 N 0 1 26W 100.000 4' 3 S 89 .43 12E 140.000 26E,--, 100..000 4 3 N 89 43 12W 140.000 100.000 0.684 C.684 -100.000 135.598 0.046 0.046 4 4 N 0 1 26W 85.000 85.00,0 4 4 S 89 43 12E 14C.00C C.684 139.998 4 ..4 .S 0 1 26E 85.000 85.000 0.035 4 4 N 89 43 12W 140.000 0.684- 135.998 .0.042 139.598 - 110.684 110.684 140.044 140.044 AREA , =, 15400. SC FT (' 0.35 ACRES) 0.042 139'.998 100.684 100.684 140.040 140.040 AREA = 14000. S0 FT ( 0.32 ACRES) 0.035 139.998 85.684 85'.684 140.034 140.034 AREA = 11900. SC FT ( 0.27 ACRES) 4 0 4 6 4 6 4 6 4 6 4 6 +CLRVE: DELTA 5 CL S CL CL 5 CL - CURVE: DELTA CL CL CL CL CL CL CL N t, i [6W 5 89 43 12E S 0 1 26F N 89 43 12W N 0 16 48E S 89 58 34W = 89 41 46 N 0 1 26W 5 89 43 12E N 0 16 46E N89 58 34E = 90 18 14 N 0 1 26W S 89 43 12E S 0 1 26E S'84 33 52W S 77 31,52W N 66 49 8W N 66 49 6W SL -N- 0 :1 26W. , 128.500 5 SLs N/89 58 34E", :Y, 1 "20'.000 5 SL N. 0 16'48E 2C.000 = 90 18 14 RADIUS = 20.000 LENGTH S 89 43 12E 189.200 N 0 16 48E 13C.000 129.998 .N, 34E 13(.000. .: :,::. -CURVE: DELTA:. „90 -18 14 RADIUS 130.000.• "LENGTH 5 SL ' 'N- 0 1 2EW 129.200 ',129.200 5 SL N 89 58 34E 2C.000 C.006 5 SL N 0 16 48E 20.000 20.000 +CIRVE: DELTA = 90 18 14 RADIUS = 20.000 LENGTH SL' .S 89'43'12E. 119.890 352 °. 5 SL -S 84 33 52W 48.770 5 SL S 77 31 52W 400.00( 5 SL N 66 49 8W 44.430 17.489 +CIRVE: DELTA 5 SL 5 SL N" 0 1 26W N 89 58 34E N' 0 16 .48E +CURVE: DELTA = 90 18 14 5 1 S 89 43 12E 5 1 S 0 1 26E 5 1 S 77 31 52W 5 1 N 66 49 ',8W 140.000 90.000 120.110 20.000 20.00C RADIUS = 126.500 2C.000 20000 �u.uv u.uc 0.587 20.000 C.001 20.000 LENGTH = 31.31C 90.697 90.692 AREA = 12515. 165.91C 165.910 239.470 1. 170 10C.000 99.999 - 100.000 - 0.042 RADIUS = 100.000 LENGTH = 157.610 179.470 179.470 170.000 C.831 382.770 382. 46.770 4770 .620 400.000 66.364 44.43C 17.485 32.640 12.84E 475.758• AREA 128.500 0:'AD8„ 20.000'' 445.256 445.264 460.0E4 480.066 AREA = 100231. 50 FT ( 2.30 ACRES' 128.500 C.006 20.000 RADIUS = 69.890 154.790 50.350 44.430 . " 17.489,' 20.000 LENGTH 0.684 90.000 135.598 C.038 0.098 120.109 20.(00 TANGENT = 19.694 140.134 140.136 SC. FT ( 0.29 ACRES). 0.069 239.467 . . 0.489 100.000 TANGENT = 100.532 0.075 169.998 C.1E0 48.551 350..565' 40.643 3C .0O5 CO5 4757755 510.113 • 510.10E 126973.:5 "0 FT 1,,, 2:91 ACRES) = 31.522 0.925 "204.893 • 31.522 0.58E 252.7 -70 -- 4.620 66.364 = 31.522 0.342 154.790 10.871 20. "000 0.098 TANGENT = 189.198 0.635 13(.000', > TANGENT = 20.000 C.098 TANGENT 119:869 0.147 2C.C C.C98 TANGENT = 69.689 0.065 20.10E 130.691 0.054 = 20.106 48.551 290.565 40.643 0 :054 20.106 49:162 40.843 5 2 N 0 1 26W 154.790 154.150 0.065 5 2 S 89 43 12E 90.000 0.440 89.999 55 2 S 0 1 26E 134.450 134.45C 0.056 5 . 2 S 77 31 52W 92.160 .15:898 89.586 154.790 154.78E 90.055 90.051 AREA = 1 3(16. SC FT l 0 3C OCRES) 5 3 N '0 1 268 134.450 134.450 0.05E 5 3 S 89 43 12E 29.310 C.143 25.210 0.635 5 3 S 19 51 26E 130.000 122.270 44.158 - CCRVE: DELTA =. 20 ..8 14 RADIUS = 130.000 LENGTH .= 45.690 TANGENT = 23.083 5 3 5 29'1552E 12E.160 111.802 62.650 5 3 S 77 31 52W 140.000 30.227 ''' 136.698 5 3 N 0 16 48E 130.000 129.998 5 6 N 66 36 51W 152.030 60.741 5 ,6, N 85.19 59W 130.000 , 10.577 '. 6 W 58 34E 130.060 a - 054 - CLRVE: OELTA = 4 41 27 RADIUS = 120.000 LENGTH = '. 6 N 0 1. 26W 59.310 59.310 5 6 S 89 43 12E 140.000 0.684 5 6 S 0 .1 26E 130.000 130.000 167.44! 1CC.UU. 4U.U71 SU.U7S AREA = 14217. SC FT ( 0.33 ACRES) 264.448 264.444 136.753 136.754 AREA = 13293. SC FT ( 0.31 ACRES) 5 4 N 29 15 52W 128.160 111.803 62.650 5 4 N 19 51 26W 130.000 122.27C 44.15E 5 4 . S 51 2 49E 130.000 81.729 101.096 - CL = 31;11.23. RADIUS = 130.000 LENGTH = 70.767 TANGENT = 36.284 5' 4 `',' S 54 5 33E 208.630 122.357 166.563 4 S a4 J3 52W 48.770 4.620 48.551 5 4 S 77 31 52W 117.490 25.367 114.719 234.072 270.079 270.077 16401. 5C'FT ( 0.38 5 ' - N 54 5 33W 208.630 122.357 1E8.583 „<<5,_,,.; 5“ :_..N .51.e.,2:49W ... - . C00 : 8 1.729 ;. _- ' _, : - _ _ , _ . 101.096, 5 . 5 'S' 85'19 59E' 130.000 10.577 125.5E9 - CLRVE: DELTA = 34 17 10 RADIUS = 120.000 LENGTH = 77.793 TANGENT = 40.100 5 5 S 66 36 51E 153.030 60.741 140.459 5 S 0 1 26E 132.770 132.77C C.055 204.086 .- 204.08E 270.083 270.075 AREA = 16180. S0 FT ( 0.39 ACRES) 140..459 129. 130. - 000 10.643 TANGENT = 5.225 0.025 139.598 C.054 5 +CURVE: 4 4 7 7 '7 DELTA 7 7 7 N 0 1 26W 69.890 N 89 58 34E 2C.00C N 0 16 48E 20.000 = 90 16 14 RADIUS = S 89 43 12E 119.890 S 0 1 26E 90.000 N 89 43 12W 140.000 1DU.CCG 1it.Ot4 4iL.Vl5 GIU U7D AREA = 14010. SC FT I 0.32 ACRES) 69.890 0.029 0.008 2C.CC0 . 20.000 0.098 20.000 LENGTH = 31.522 TANGENT y .20.106 0.58E 119.689 90.000 0.038 0.684 139.598 90.582 90.586 140.024 140.027 AREA = 12513. 5C FT ( 0.29 ACRES) LOT AREA STATISTICS FOR: SUNNYVALE ACCITION C7 /IS /77 BLOCK 1 AREA ACCUM AREA DIFFERENCE BLOCK 2 AREA ACCUM AREA DIFFERENCE BLOCK 3 AREA ACCUM AREA DIFFERENCE BLOCK 4 AREA ACCUM AREA DIFFERENCE CLOCK 5 AREA ACCUM AREA DIFFERENCE GRCSS_ DENSITY: NET DENSITY: LARGEST LOT: SMALLEST LOT: AVERAGE LOT: A OF LOTS: = 71230. 50 FT ( 1.64 ACRES) = 71226. S0 FT ( 1.64 ACRES) 2. S0 FT = 64817. = 64815. 1. = 242278. = 242277. = 1. = 82425. = 82427. 2 . = 100331. = 1CC329. = 1. 3 LCTS /ACRE- 3 LOTS /ACRE 1678C. 50 FT 11SOC. SC FT 13685. S0 FT 41 S0 S0 50 50 SC 50 50 S0 50 SO 50 S0 FT ( 1.45 ACRES) FT ( 1.49 ACRES) FT FT l FT ( FT 5.5E 5.5E ACRES) ACRES) FT ( 1.8S ACRES) FT ( 1.8S ACRES) FT FT ( 2.30 ACRES) FT ( 2.3C ACRES) FT PREHMINA Su NYW OF A PAR OF AT ITE DATA UMBER OF LOTS 4-1 (PICA L LOT SIZE 13,000 (PICAL LOT FRONTAGE 90 ' )1 ACRES OF PLAT 15 sq • 1 I REMARKS I / - 1 N 1, L L. 5 N. R. 4 4- E. VV. (7, OUNTY 60' JANUARY 1977 S 0 0 3 i / - ILLERS/ADDITI\ // A 2 / 1 40' ptellIWIllb. 01 140 ' 7 g g • g 1 , 1 r, ` i . I, _ _o g I, V, i 4.0 I, i 40 P, 1 _ g s . I 2 2 g: :.: .:. ,t) 2 ; t g I, / , 3 t ° ✓ .3\ 3 ; : . . 0, V, I, r, • I, 4- / - g ■ 4- 0 co co Li' ! g E 1 I :. .. c3 0 — 0 1---- t 5 . . n i 5 . ,c ✓ 0 --io 0 «3 5 0 2 c I, ! 40' tJ I i , 140' (c') 17 cc) 1 z 16 CI) % 2 -0 LiJ 0 0 Lf) - 9 0 „„ 0, 3 1 0. 8 0. 8 0 14-0" 6 7 in 3 4)5' 10 1 18 14-0 13 0 IS 14 140' I a 17 1G 11 '0 (08 al.,Nooklamosobzwit..Ihmoitztow,slemo..walwelizsztbzwiazoolimmotosomlbowomm I 4-0 140' 0 0 • • 2 -tt 0 0 0 0 0 3 • • 4 0 0 0 `to cn 5 0 0 0 0 0 0 0 0 0 0 7 130 1 40 140 • • • 0 0 0 0 Od 0 0 0 0 0 0 0 0 5 0 .4 0 N LEGEND: PLAT BOUNDARY lAboom PROPOSED ROA I HEREBY CERTIFY THAT THIS PR PLAT WAS .PRE PARE 1) : 1N1 CONFORMA THE EX 1571 N6 R EgOLAT IONS OF COUNTY. DANIEL B. CLARK 0 9 94Z , ; (5 Ptotassional Lanc r:. 0 , el f N E. 2 SPPAGI PHONE: (509) 53 BRIM I N & SPONANE, WA 1 4' c Stn. 5 - +31 —(r I. . <5 • 2 r 1 401 J Sfa.51 +OO L Q t'r¢9 "A Conn. 9¢.�6 °n. AP.42+09.1 Q 3_35 Lt AP. � 4 2105.7 Con1 Gl 333' R} eo' 26A 0°01'R+. S•T•4 - 3.9 6 5ta.34 +00 _, _ , -. -at i 7 T. 1 I • 0 C /Z o) 0 60 so F -50 Q X 1 goo �• "2 v' I e c, cz E'UCL/ D Q ` 1 2� 1; G a - /0o' c0 I I 12' x ELL-91a 23g4 ZO • :n 1 !d // /E 't 1- a c 7Q ft/ n A x �"—nf9 c� ---- - -� - -- / Q• (1. .9 °1 t�C Rs. hh. / tea !! 4 1 0 •c- x ti ^h m ac 0 C2 4 0 CC Z J J 3 u) f STA. 4. * o0 0 (S/MPSONS PLAT BEAR /N -589 /t /s $1‹ HERO' 4 f ' - F' CI k 3 _ r 1 NG 09 i N5� 32'W /; l z s•' ''' 1 t r ,' ; // /s 1'^' /3 /3 /•f SECONDAR DATE 6 - /5 - 72 /7 /9 I �/o N ° 23'•4- o SEC. ' I, T. 25 N. R .44 E.W.M. B 7 a s /i /z /4 /3 1 , /9 . .�5 WELLESLE1/ 0 4 OIvEW 4 s c .. ~R. E 7 5 BURLINGTON NORTHERN R R. SCALE' I = 40d /7 /8 0 ..• . 0 � � 1-7 3 Ig 3 2 l f_• / /er �. 0. Ca R ro a 710. 3304 ct '` NOT Lo+3 81.3 ti I et-iW 115.".X 30.07 , PLATTED N.85 N.8' No. Co 2 11 5 "- 6 01541- ( 3004 (APPRovED ? :UMIN.ARY PLAT - 1Pu N- S K 1 1.5 ADP\ ♦ II a 34 le' + . a 0 D E 5 GR /PT /O/V T-i /5 SECTION REPRODUCED FROM LINEN TO M YLA R. 1 -- 16 - 1 - 11 1 - a 8 0.0 OFFICIAL_ PLAT H.S. BAKER- ENGINEER SPOKANE COUNTY BY - -- �o - Pr 36(944- 36444.- 9 b45 9 o46 ?ro51.L)' V E N UE ........ . " "1" 5 39 (Pic 7` b e G1- v`t Lot 2 Gov't ( Lot SUNNYVALE 1'. o t54I-- 9 004 _ _- Gam' .. � , / N ® tsl T too tik ,. 6 -� — - I — — 0� as 2 _ H fir — — __ -- (5.5.141 G.P.N.33-D� 00 G-. Roy P>IVJING a � . ..Ueal � l Q COMMIS$i ! "` 1 36 I . x 0 >= - U 31 =N6 3, 67n 55: ro 0 N O Z I O co N CO 0 cc . : 0 Q 0 Z IL 5 12 7 4 BEING A SUBDIVISION OF A PORTION OF GOV'T. LOT I t 2 IN SECTION I,T. 25 N., R.44 E . W.M.; SPOKANE COUNTY, WASHINGTON DEDICATION BY THESE PRESENTS that T D C I n c o r p o r a t e d, husband and wife ; KNOW ALL MEN B THE , a Washington Corporation ;Robert W. Fogg and Darlene M. and Old National Bank of Washington, a Washington Fogg , � Executor of the Estate of Katherine Elizabeth Sperber, have caused to be platted into lots blocks ,and streets the land shown hereon to be known as SUNNYVALE ADDITION,said land being part of the N.E. 1/4 of Corporation,as Ex Section .I ,Township 25 North, Range 44 East W.M., Spokane County, Washington and described as follows: 00 feet of Government Lots I and 2 in Section (,Township 25 North,Range 44 E.W.M., lying North of Spokane Valley Land 4 Water Company Canal right of way and South of Wellesley Avenue The East 680.00 feet of the West 1360. as it now exists 60.00 feet in width, and they do hereby dedicate to public use forever the streets and roads as shown within this plat. table to County and State Health authorities,the local fire district,and water supplier (purveyor) will be installed within this plat and individual services will be provided to each lot prior to sale. A public water sy stem , acce p Individual lot access to Wellesley Avenue is prohibited. No more than one detached dwelling structure shall be permitted on any lot,nor shall any lot be further subdivided for purpose of creating additional lots or building sites without filing a replat. Utility easements are hereby granted to or across those lots as shown hereon . . d Lot 8 Block 5,as shown hereon are dedicated to Spokane County as general County property to be dedicated for road purposes, forever at such time as the road is continued as a full width right Lot 6, Block 2 an until adjacent lands are platted. Easements for drains a are reserved over 5 foot wide strip along each side of interior lot lines and over the rear five feet of each lot. Within these easements,nb structure ,planting or other material shall be placed or permited Eas e rn 9 sin which ma change the direction of flow of drainage channels in the easements,or which may obstruct or retard the flow of water through drainage channels in the easements. The easement of each lot and all improvements to rem Y in it shall be maintained continuously by the owner of the lot,except for those improvements for which a public authority or utility company is resposi le. IN WITNESS WHEREOF, the said owners have hereunto set their hands and affixed their seal this ' day o OLD NATIONAL BANK OF WASHINGTON By ACKNOWLEDGEMENTS STATE OF WASHINGTON) On this ` day of - 1 1977, before me personally appeared Kenneth J. Tupper known to be President of T D C I n c or pot a to d , the corporation that executed the within and COUNTY OF SPOKANE ) forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes theirin mention and said officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. - - - I Notary Public in and for the State of Washington,residing in Spokane 1 o STATE OF WASHINGTON) On this day of ,1977, before me personally appeared and to me known to be the Vice President and Trust Officer, COUNTY OF SPOKANE ) respectively,of Old National Bank of Washington,as Executor of the Estate of Katherine Elizabeth Sperber,Deceased, has executed the within and forgoing instrument and acknowledged said 0 0 instrument to be the free and voluntary at and deed of said corporation for the uses and purposes theirin mentioned and each officer stated on oath that he was authorized to execute said o j instrument and that the seal affixed is the corporate seal of said corporation. ` W (1) Notary Public in and for the State of Washington ,residing in Spokane ^: - - - -- + I 1 `.: I STATE OF WASHINGTON) On this day of ,1977, before me personally appeared Robert W. Fogg and Darlene M. Fogg, husband and wife to m k nown to be the individuals that executed the within and forgoing I Instrument and acknowledged said instrument to be the free and voluntary act and deed of said individuals for the uses and purposes therein mentioned. ___ ___ I_1 Notary Pubic in and for the State of Washington,residing in Spokane n By By IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. SURVEYOR'S CERTIFICATE 1, Lawrence L. Leinweber,a registered Professiohal Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an actual survey on the ground in ° now in effect, and that the lot corners and monuments have been properly set. Examined and approved this COUNTY COMMISSIONERS This plat was approved accepted by the County Commissioners of Spokane County,Washington,on this ' day of .,1977 day of Examined and approved this Examined and approved this , 1977 Exaimined and approved this / day of COUNTY ENGINEER day of . , 1977. ,I977,and that the same conforms in all respects to the provisions of the ordinances of Spokane County, 'fMERINO% COUNTY PLANNING COMMISSION day of ., 1977 day of ,1977 S COUNTY HEALTH DISTRICT COUNTY ASSESSOR ., 1977 "41111/,‘,71'N A:IS,1 R ; 131 "uT:'1'rit / /.?7/ANINI0Y1 FINAL PLAT OF YVALE ADDITION TDC INC. 1977. Registered Land Surveyor Spokane County Engineer ,, /3775 Chairman, Spokane County Commissie'ers Spokane County Planning Commission Chairman Health Officer COUNTY TREASURER I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this Spokane County Treasurer • Spokane County Assessor By By ROBERT W. FOGG DARLENE M. FOGG SCALE 1 =60' MAY 1977 (RECORD CORNER) " - Found iron pipe with wire of MI/4 Cor. Sec. 1, T. 25 N., R. 44 E.W.M. J N. I /4 LEGEND 0 = 1/2" REBAR SET ® = 1/2" REBAR FOUND (UNLESS NOTED) INLAND P C/FIC ENGINEERING E CONST. CORP 86/9 NORTH DIVISION, SUITE A SPOKAIV ', WASHINGTON 99208 WELLESLEY 680.00 M ,A ------1 170.00 0 I -- , N. 89 °43'12" W. 120.11 1 ON co o, ,00 0 \ 0 0 q.'C h, • 1 0 I . i (‘.1 17 EI_I_I=IR'S ADDITION 1 0 0 0 0 O 1) rn -- - - - - 6 1 I 0 0) 15 0 O 0 0) ( 1 140.00 N. 89 ° 43' 12" W. S' UTIL. ESMT. 2 140.00 N.89 ° 43'12" W. 140.00 N. 89 ° 43'12 "W. 119.89 4 140.00 N. 89 °43' 12" W. HEROY 5 / F S. 89 ° 43'12 "E. 170.00 AVENUE 120.11 140.00 N.89 °43'12" W. 2 140.00 N. 89 ° 43'12" W. 3 140.00 N 89 W. 4 40.00 N. 89 °43'12 "W. 5 1) N O O 0 0 0 0 O 0 0 0 0 0) 0) 0) O 0 O 0) O 0 0 0) 1 30' 30' 0 0 :3 z 0 0 0 1) O to O 0 w 0 NO o ° 0 0 cri 30' 30' N CO tri N I� O 0) 0 0 0 0 d 0) .0 0 0 0) 0 S � v •sc ° 2 ' 32 LOT6,RLK.2 N wide strip -- �` 57 0 . /5)/P/G � 2 62 .0 4 \_ 0 744/ 680.00 119.89 10' UTIL.ESMT. -1 I 140.00 N.89 0 43'12 "W. 2 140.00 N.89 ° 43'12" W. 0 0 140.00 1 N. 89 ° 43'I2" W. 1 0 0 4 0) m 1 3 140.00 N. 89 W. 140.00 N. 89 ° 43'12" W. 8 140.00 N.89 °43'1 W. RECORD (N.89 ° 43'12 "W.) 340.00 0 0 0 0 0 • 1 I I 0 0 O O 0 10 0) m 680.00. 120.11 Oc cO ° Q cb ei 4 D \ 18 140.00 N.89 ° 43'12 "W. UTIL. ESMT. 17 140.00 N.89 ° 4312 "W. 16 ' . 14 N.89°43'12" W. 15 140.00 N.89 ° 43'12" W. I1 1 140.00 1 N.89 ° 43'12 "W. O 0 0 0 0 to 30' 30' ■ 40 °" 4 RAW N g2.1 7 °3,' 52 E. • WATER COMPA ,V LEY LAND AND ' - �� � � wi (FO SPOKA . . . AVENUE � NORTH LINE OFNE. 1/4 SEC.1,T.25N.,R.44E.W.M. - 170.00 30' 30' 119.89 - 4 ss s 'Ce 1 , ? o ° /e 1 . y a O 0 1 0i - 0) 1 ( 0 0 0 (0 140.00 N. 89 ° 43'12 "W. 5� UTI L.ESMT. 140.00 N.89 140.00 N. 89 °43'12 "W. 5 7 (RECORD CORNERI Found iron pipe with wire of N.E Cor. Sec. i,7725N., R. 44 E. W. M_ 36 3I ,1292.15 1 /77e0 S. ( 0 0 0 0) 140.00 1 N.89 ° 43'12 "W. 1 N 1 to O -- 0 4.UU 6 M 1 1 1 r 0 o 0 0 4 0 0 0 ,�,�\ 1 ( � �'� �� , e ° 3 g, ' 03 120.11 1 I 69.63 " /� T6 . r /fin h 6 O . I g 4 LONGFELLOW o 0) 40 ti \ to V S'0 ' _ 5.89 ° 43'12 "E. " 1 0 239.47 1 ° X51.6 49 ° \ I AVENUE `.� � rR� h ts% 69.89 90.00 29.31 ' ory ° �� �9 N S 2 p m ■ Sto 6' CPS o �\� OS' 63 (9 Oa ' \ \ 33,, w Q, �\\ 4 . Cr N �k90 tfl 4 p - cS, 'i 1 N 2 - 0 3 . s ue., O 1 1 ( a- I 0 0 0 I 1 6 I o I 0 0 % •J O O 0 d 3 d 0 0 o 0 d 140.00 I In W (0 N.89 W. 1 > 1 0 �E o 1.1_ 0 0 ti O 0 . o p 4 tri 0) ' . 0) N 10 1 _. I L 1 0 1- 0 2 2 0 O iri O w Qo co I 0 0 0 0 5 5 I 14 0 140.00 140.00 ( (.00 N.89 ° 43'12 1 W. I = N.89°43 W. 1 ( N.89 °40 89 °140.00 43'12" W. �o 0 0 w � � 6 0 0 0 ° UJ 0 w �� - -.- 6 g I 13 � J a s I 0 , o- O .� 120.11 140.00 1 I 140.00 1 LOT B,BLK.S N.89 W. N.89 °43'12 "W. z HEROY o S.89°43'12"E. ( - I' wide strip tO 1 1 : 170.00 � f r1 0 0 0 0 AVENUE o a) 7 � co 12 °0 119.89 X 1 140.00 �3c' /� I N 89 °43'12 "W.' 0) 6 / . 7 , 0i 48.7 N.8 4�37711E. OLD NATIONAL BANK OF WASHINGTON By . By. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. FINAL PLAT OF SU NYVA D ION BEING A SUBDIVISION OF A PORTION OF GOV'T. LOT 12 IN SECTION I, T. 25 N., R.44 E .W.M., SPOKANE COUNTY, WASHINGTON DEDICATION KNOW ALL MEN BY THESE PRESENTS , that T D C 1 n c o r p o r at e d , a Washington Corporation ; Robert W. Fogg and Darlene M. Fogg , husband and wife ;and Old National Bank of Washington ,a Washington Corporation,as Executor of the Estate of Katherine Elizabeth Sperber, have caused to be platted into Tots blocks ,and streets the land shown hereon to be known as SUNNYVALE ADDITION,said land being part of the N.E. 1/4 of Section I, Township 25 North , Range 44 East W.M., Spokane County,Washington and described as follows: The East 680.00 feet of the West 1360.00 feet of Government Lets I and 2 in Section (,Township 25 North,Range 44 E.W.M., Tying North of Spokane Valley Land 4 Water Company Canal right of way and South of Wellesley Avenue as it now exists 60.00 feet in width, and they do hereby dedicate to public use forever the streets and roads as shown within this plot. A public water system,acceptable to County and State Health authorities,the local fire district,and water supplier (purveyor) will be installed within this plat and individual services will be provided to each lot prior to sale. Individual lot access to Wellesley Avenue is prohibited. No more than one detached dwelling structure shall be permitted on any Iot,nor shall any lot be further subdivided for purpose of creating additional lots or building sites without filing a replat. Utility easements are hereby granted to or across those Tots as shown hereon . Lot 6, Block 2 and Lot 8, Block 5,cls shown hereon are dedicated to Spokane County as general County property to be dedicated for road purposes,forever at such time as the road is continued as a full width right-of - way,or until adjacent lands are platted. Easements for drainage are reserved overa 5 foot wide strip along each side of interior lot lines and over the rear five feet of each lot. Within these easements,no structure ,planting or other material shall be placed or permited to remain which may change the direction of flow of drainage channels in the- casements,or which may obstruct or retard the flow of water through drainage channels in the easements. The easement of each lot and all improvements in it shall be maintained continuously by the owner of the Iot,except for those improvements for which a public authority or utility company is resposible. IN WITNESS WHEREOF, the said owners have hereunto set their hands and affixed their seal this * day of ,1977. TDC INC. By ACKNOWLEDGEMENTS STATE OF WASHINGTON) On this ' ` day of ,1977, before me personally appeared Kenneth J. Tupper known to be President of T D C I n c or por a to d , the corporation that executed the within and COUNTY OF SPOKANE ) forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes theirin mention and said officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my offical seal the day and year first written Notary Public in and for the Stag: of Washington,residing in Spokane STATE OF WASHINGTON) On this day of ,I977,before me personally appeared and to me known to be the Vice President and Trust Officer, COUNTY OF SPOKANE ) respectively,of Old National Bank of Washington ,as Executor of the Estate of Katherine Elizabeth Sperber,Deceased, has executed the within and forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes theirin mentioned and each officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. STATE OF WASHINGTON) On this day of ,1977,before me personally appeared Robert W. Fogg and Darlene M. Fogg,husband and wife, to me known to be the individuals that executed the within and forgoing Instrument and acknowledged said instrument to be the free and voluntary act and deed of said individuals for the uses and purposes therein mentioned. SURVEYOR'S CERTIFICATE 1, Lawrence L. Leinweber,a registered Professiohal Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an actual now in effect, and that the lot corners and monuments have been properly set. survey on the ground in , Examined and approved this Examined and approved this Examined and approved this day of , 1977 Exaimined and approved this 7 I977,and that the same conforms in all respects to the provisions of the ordinances of Spokane County, day of . , 1977. This plat was approved accepted by the County Commissioners of Spokane County,Washington,on this day of ,1977 Chairman, Spokane County Commissioners COUNTY PLANNING COMMISSION day of ., 1977 .-' day of COUNTY ENGINEER COUNTY COMMISSIONERS COUNTY HEALTH DISTRICT day of ,1977 COUNTY TREASURER COUNTY ASSESSOR , 1977 Registered Land Surveyor Spokane County Engineer Spokane County Planning Commission Chairman Health Officer I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this Spokane County Treasurer - Spokane County Assessor ' By . By 4.01..000000. 00.000 00.00.000000000,000000000.000401 ROBERT W. FOGG DARLENE M. FOGG SCALE' I "= Notary Public in and for the State of Washington,residing in Spokane 0' MAY 1977 J� LEGEND J_ 0 = 1/2" REBAR SET ® =1/2" REBAR FOUND (UNLESS NOTED) • INLAND PAC /F /C ENGINEERING E CONS T. CORP. 86/9 NORTH DIVISION, SUITE A SPOKANE , WASHINGTON 99208 (RECORD CORNER) Found iron pipe with wire at N.1 /4 Cor. Sec. /, T 25 N., R. 44 E.W.M. N. I /4 jZ- Z& -7 E, c%• 140 u.) A.czn Q55 t ic -\ C. - /4„ 2AI 1 EI_I_ER'S ADI)i T ION O 680.00 to I 0 a 14 1 120.11 -- _- 0 0 0 1 N.89 W. 5' UTIL. ESMT. 0 0 " ° 2 1 0 - I 111 Notary Pubic in and for the State of Washington,residing in Spokane 3 1 (0 N o 0 0 tT 0 01 z 1 0 O O 0 0 rn WELLESLEY 170.00 140.00 140.00 N.89 ° 43'12 W. 3 140.00 N.89 ° 43'12 "W. 4 140.00 N. 89 °43' 12" W. 119.89 HEROY S. 89 °43'12 "E. 170.00 AVENUE 120.11 4 s 5 ` 1 Oo o 0'.° % s; 4 140.00 N.89 ° 43'12" W. 140.00 N. 89 ° 43'12" W. 2 3 140.00 N 39 ° 43'12" W. 4 140.00 N.89 °43'12 "W. 5 N N 0 O 1 30' 30' 0 0 0 O O O 0 0 0 0 rn CO O 0 O 0 30' 30' 0 O O Ol LOT6,RLK.2 I' wide strip O O 0 N OD N 0 Q 0 CC z J 0 0 /6 e. 32 v ° 49 'p 8 4 o f / GA T /o4/ • O O tci O to W o N a o 0) o 0 -(9 - Q C T,, c 0 0 s 0 .s,, . F,, rn m ai O 0 0 O 0 O O 0 O 0 ° 0 0 O rn 0 0 O 0) 0 0 0 rn O O 0 0) 0 LO N N.89 °43'12" W. 1 680.00 140.00 N.89 ° 43'12 "W. 140.00 N.89 ° 43'12" W. 119.89 10' UTIL.ESMT. 2 3 4 5 6 7 140.00 N. 89 ° 43'12" W 140.00 N. 89 W. 140 00 N. 89 140.00 N.89 ° 43'12" W. 140.00 N. 89 ° 43'12 "W. 8 140.00 N.89 °43'12" W. 9 120.11 LONGFELLOW S. 89 ° 43'12 "E. 239.47 AVENUE RECORD (N.89 ° 43'12 "W.) 340.00 680.00 f -1 r - - - 120 -- 1 I 0 0 0 N 140.00 N.89 °43'12 "W. 5' UTIL. ESMT. I 0 0 0 L 1 0 0 O O 0 O 0 1 0 1 1 0 0 0 0 to a, co 69.89 90.00 O 0 1n 18 17 140.00 N.89 ° 43'12 "W. I6 140.00 N.89 ° 43'12 "W. 140.00 N.89 ° 43'12" W. 140.00 N 89 ° 43'12" W. 69.63 0 1h 0 M 29.3 O 15 14 13 140.00 N. 89 ° 43'12 "W. 12 140.00 N. 89 ° 43' 12 "W. 140.00 N. 89 ° 43'12" W. 0 •6t 3 AVENUE O CT) `e " 30' 0 O 0 c • O 6 O 0 0 0 O O O m a 0 O O 0) 0 0 0 O N 0 0 0 0 to 30' 30' \ a /b \ e,?; o. \ 40 0 0 4 00. RAW 2 77 03 \ E No WATER COMPA 50 Na A SP VALLEY L am,• (FO RMERLY ' ✓ NORTH LINE OF N. E. 1/4 __.---NORTH _ C.1,T.25N.,R.44E.W.M. . 170.00 30' l' 0 0 0 O O 0 0 O O 6 .0D O O 0) 6 (0 0 9.89 170.00 AVENUE 119.89 11 a 11 .'_ ? • T'9 101, •6g 4 140.00 N. 89 ° 43' 12" W. 5'UTIL.ESMT. 140.00 N. 89 ° 43'12_' 140.00 N. 89 ° 43'12 "W. 140.00 N. 89 °43'12 "W. 140.00 N.89 HEROY 140.00 N.89 °43'12" W. 9 119.89 ( 2 3 4 5 6 120.11 1 6 5 (RECORD CORNER) Found iron pipe with wire at N.E. Cor Sec. 1,T.25 1 9 0 CO C‘j 0 c. s l to 48.7 wide strip PREHMINA Su NYW OF A PAR OF AT ITE DATA UMBER OF LOTS 4-1 (PICA L LOT SIZE 13,000 (PICAL LOT FRONTAGE 90 ' )1 ACRES OF PLAT 15 sq • 1 I REMARKS I / - 1 N 1, L L. 5 N. R. 4 4- E. VV. (7, OUNTY 60' JANUARY 1977 S 0 0 3 i / - ILLERS/ADDITI\ // A 2 / 1 40' ptellIWIllb. 01 140 ' 7 g g • g 1 , 1 r, ` i . I, _ _o g I, V, i 4.0 I, i 40 P, 1 _ g s . I 2 2 g: :.: .:. ,t) 2 ; t g I, / , 3 t ° ✓ .3\ 3 ; : . . 0, V, I, r, • I, 4- / - g ■ 4- 0 co co Li' ! g E 1 I :. .. c3 0 — 0 1---- t 5 . . n i 5 . ,c ✓ 0 --io 0 «3 5 0 2 c I, ! 40' tJ I i , 140' (c') 17 cc) 1 z 16 CI) % 2 -0 LiJ 0 0 Lf) - 9 0 „„ 0, 3 1 0. 8 0. 8 0 14-0" 6 7 in 3 4)5' 10 1 18 14-0 13 0 IS 14 140' I a 17 1G 11 '0 (08 al.,Nooklamosobzwit..Ihmoitztow,slemo..walwelizsztbzwiazoolimmotosomlbowomm I 4-0 140' 0 0 • • 2 -tt 0 0 0 0 0 3 • • 4 0 0 0 `to cn 5 0 0 0 0 0 0 0 0 0 0 7 130 1 40 140 • • • 0 0 0 0 Od 0 0 0 0 0 0 0 0 5 0 .4 0 N LEGEND: PLAT BOUNDARY lAboom PROPOSED ROA I HEREBY CERTIFY THAT THIS PR PLAT WAS .PRE PARE 1) : 1N1 CONFORMA THE EX 1571 N6 R EgOLAT IONS OF COUNTY. DANIEL B. CLARK 0 9 94Z , ; (5 Ptotassional Lanc r:. 0 , el f N E. 2 SPPAGI PHONE: (509) 53 BRIM I N & SPONANE, WA 1 4' c Stn. 5 - +31 —(r I. . <5 • 2 r 1 401 J Sfa.51 +OO L Q t'r¢9 "A Conn. 9¢.�6 °n. AP.42+09.1 Q 3_35 Lt AP. � 4 2105.7 Con1 Gl 333' R} eo' 26A 0°01'R+. S•T•4 - 3.9 6 5ta.34 +00 _, _ , -. -at i 7 T. 1 I • 0 C /Z o) 0 60 so F -50 Q X 1 goo �• "2 v' I e c, cz E'UCL/ D Q ` 1 2� 1; G a - /0o' c0 I I 12' x ELL-91a 23g4 ZO • :n 1 !d // /E 't 1- a c 7Q ft/ n A x �"—nf9 c� ---- - -� - -- / Q• (1. .9 °1 t�C Rs. hh. / tea !! 4 1 0 •c- x ti ^h m ac 0 C2 4 0 CC Z J J 3 u) f STA. 4. * o0 0 (S/MPSONS PLAT BEAR /N -589 /t /s $1‹ HERO' 4 f ' - F' CI k 3 _ r 1 NG 09 i N5� 32'W /; l z s•' ''' 1 t r ,' ; // /s 1'^' /3 /3 /•f SECONDAR DATE 6 - /5 - 72 /7 /9 I �/o N ° 23'•4- o SEC. ' I, T. 25 N. R .44 E.W.M. B 7 a s /i /z /4 /3 1 , /9 . .�5 WELLESLE1/ 0 4 OIvEW 4 s c .. ~R. E 7 5 BURLINGTON NORTHERN R R. SCALE' I = 40d /7 /8 0 ..• . 0 � � 1-7 3 Ig 3 2 l f_• / /er �. 0. Ca R ro a 710. 3304 ct '` NOT Lo+3 81.3 ti I et-iW 115.".X 30.07 , PLATTED N.85 N.8' No. Co 2 11 5 "- 6 01541- ( 3004 (APPRovED ? :UMIN.ARY PLAT - 1Pu N- S K 1 1.5 ADP\ ♦ II a 34 le' + . a 0 D E 5 GR /PT /O/V T-i /5 SECTION REPRODUCED FROM LINEN TO M YLA R. 1 -- 16 - 1 - 11 1 - a 8 0.0 OFFICIAL_ PLAT H.S. BAKER- ENGINEER SPOKANE COUNTY BY - -- �o - Pr 36(944- 36444.- 9 b45 9 o46 ?ro51.L)' V E N UE ........ . " "1" 5 39 (Pic 7` b e G1- v`t Lot 2 Gov't ( Lot SUNNYVALE 1'. o t54I-- 9 004 _ _- Gam' .. � , / N ® tsl T too tik ,. 6 -� — - I — — 0� as 2 _ H fir — — __ -- (5.5.141 G.P.N.33-D� 00 G-. Roy P>IVJING a � . ..Ueal � l Q COMMIS$i ! "` 1 36 I . x 0 >= - U 31 =N6 3, 67n 55: ro 0 N O Z I O co N CO 0 cc . : 0 Q 0 Z IL 5 12 7 4 BEING A SUBDIVISION OF A PORTION OF GOV'T. LOT I t 2 IN SECTION I,T. 25 N., R.44 E . W.M.; SPOKANE COUNTY, WASHINGTON DEDICATION BY THESE PRESENTS that T D C I n c o r p o r a t e d, husband and wife ; KNOW ALL MEN B THE , a Washington Corporation ;Robert W. Fogg and Darlene M. and Old National Bank of Washington, a Washington Fogg , � Executor of the Estate of Katherine Elizabeth Sperber, have caused to be platted into lots blocks ,and streets the land shown hereon to be known as SUNNYVALE ADDITION,said land being part of the N.E. 1/4 of Corporation,as Ex Section .I ,Township 25 North, Range 44 East W.M., Spokane County, Washington and described as follows: 00 feet of Government Lots I and 2 in Section (,Township 25 North,Range 44 E.W.M., lying North of Spokane Valley Land 4 Water Company Canal right of way and South of Wellesley Avenue The East 680.00 feet of the West 1360. as it now exists 60.00 feet in width, and they do hereby dedicate to public use forever the streets and roads as shown within this plat. table to County and State Health authorities,the local fire district,and water supplier (purveyor) will be installed within this plat and individual services will be provided to each lot prior to sale. A public water sy stem , acce p Individual lot access to Wellesley Avenue is prohibited. No more than one detached dwelling structure shall be permitted on any lot,nor shall any lot be further subdivided for purpose of creating additional lots or building sites without filing a replat. Utility easements are hereby granted to or across those lots as shown hereon . . d Lot 8 Block 5,as shown hereon are dedicated to Spokane County as general County property to be dedicated for road purposes, forever at such time as the road is continued as a full width right Lot 6, Block 2 an until adjacent lands are platted. Easements for drains a are reserved over 5 foot wide strip along each side of interior lot lines and over the rear five feet of each lot. Within these easements,nb structure ,planting or other material shall be placed or permited Eas e rn 9 sin which ma change the direction of flow of drainage channels in the easements,or which may obstruct or retard the flow of water through drainage channels in the easements. The easement of each lot and all improvements to rem Y in it shall be maintained continuously by the owner of the lot,except for those improvements for which a public authority or utility company is resposi le. IN WITNESS WHEREOF, the said owners have hereunto set their hands and affixed their seal this ' day o OLD NATIONAL BANK OF WASHINGTON By ACKNOWLEDGEMENTS STATE OF WASHINGTON) On this ` day of - 1 1977, before me personally appeared Kenneth J. Tupper known to be President of T D C I n c or pot a to d , the corporation that executed the within and COUNTY OF SPOKANE ) forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes theirin mention and said officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. - - - I Notary Public in and for the State of Washington,residing in Spokane 1 o STATE OF WASHINGTON) On this day of ,1977, before me personally appeared and to me known to be the Vice President and Trust Officer, COUNTY OF SPOKANE ) respectively,of Old National Bank of Washington,as Executor of the Estate of Katherine Elizabeth Sperber,Deceased, has executed the within and forgoing instrument and acknowledged said 0 0 instrument to be the free and voluntary at and deed of said corporation for the uses and purposes theirin mentioned and each officer stated on oath that he was authorized to execute said o j instrument and that the seal affixed is the corporate seal of said corporation. ` W (1) Notary Public in and for the State of Washington ,residing in Spokane ^: - - - -- + I 1 `.: I STATE OF WASHINGTON) On this day of ,1977, before me personally appeared Robert W. Fogg and Darlene M. Fogg, husband and wife to m k nown to be the individuals that executed the within and forgoing I Instrument and acknowledged said instrument to be the free and voluntary act and deed of said individuals for the uses and purposes therein mentioned. ___ ___ I_1 Notary Pubic in and for the State of Washington,residing in Spokane n By By IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. SURVEYOR'S CERTIFICATE 1, Lawrence L. Leinweber,a registered Professiohal Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an actual survey on the ground in ° now in effect, and that the lot corners and monuments have been properly set. Examined and approved this COUNTY COMMISSIONERS This plat was approved accepted by the County Commissioners of Spokane County,Washington,on this ' day of .,1977 day of Examined and approved this Examined and approved this , 1977 Exaimined and approved this / day of COUNTY ENGINEER day of . , 1977. ,I977,and that the same conforms in all respects to the provisions of the ordinances of Spokane County, 'fMERINO% COUNTY PLANNING COMMISSION day of ., 1977 day of ,1977 S COUNTY HEALTH DISTRICT COUNTY ASSESSOR ., 1977 "41111/,‘,71'N A:IS,1 R ; 131 "uT:'1'rit / /.?7/ANINI0Y1 FINAL PLAT OF YVALE ADDITION TDC INC. 1977. Registered Land Surveyor Spokane County Engineer ,, /3775 Chairman, Spokane County Commissie'ers Spokane County Planning Commission Chairman Health Officer COUNTY TREASURER I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this Spokane County Treasurer • Spokane County Assessor By By ROBERT W. FOGG DARLENE M. FOGG SCALE 1 =60' MAY 1977 (RECORD CORNER) " - Found iron pipe with wire of MI/4 Cor. Sec. 1, T. 25 N., R. 44 E.W.M. J N. I /4 LEGEND 0 = 1/2" REBAR SET ® = 1/2" REBAR FOUND (UNLESS NOTED) INLAND P C/FIC ENGINEERING E CONST. CORP 86/9 NORTH DIVISION, SUITE A SPOKAIV ', WASHINGTON 99208 WELLESLEY 680.00 M ,A ------1 170.00 0 I -- , N. 89 °43'12" W. 120.11 1 ON co o, ,00 0 \ 0 0 q.'C h, • 1 0 I . i (‘.1 17 EI_I_I=IR'S ADDITION 1 0 0 0 0 O 1) rn -- - - - - 6 1 I 0 0) 15 0 O 0 0) ( 1 140.00 N. 89 ° 43' 12" W. S' UTIL. ESMT. 2 140.00 N.89 ° 43'12" W. 140.00 N. 89 ° 43'12 "W. 119.89 4 140.00 N. 89 °43' 12" W. HEROY 5 / F S. 89 ° 43'12 "E. 170.00 AVENUE 120.11 140.00 N.89 °43'12" W. 2 140.00 N. 89 ° 43'12" W. 3 140.00 N 89 W. 4 40.00 N. 89 °43'12 "W. 5 1) N O O 0 0 0 0 O 0 0 0 0 0) 0) 0) O 0 O 0) O 0 0 0) 1 30' 30' 0 0 :3 z 0 0 0 1) O to O 0 w 0 NO o ° 0 0 cri 30' 30' N CO tri N I� O 0) 0 0 0 0 d 0) .0 0 0 0) 0 S � v •sc ° 2 ' 32 LOT6,RLK.2 N wide strip -- �` 57 0 . /5)/P/G � 2 62 .0 4 \_ 0 744/ 680.00 119.89 10' UTIL.ESMT. -1 I 140.00 N.89 0 43'12 "W. 2 140.00 N.89 ° 43'12" W. 0 0 140.00 1 N. 89 ° 43'I2" W. 1 0 0 4 0) m 1 3 140.00 N. 89 W. 140.00 N. 89 ° 43'12" W. 8 140.00 N.89 °43'1 W. RECORD (N.89 ° 43'12 "W.) 340.00 0 0 0 0 0 • 1 I I 0 0 O O 0 10 0) m 680.00. 120.11 Oc cO ° Q cb ei 4 D \ 18 140.00 N.89 ° 43'12 "W. UTIL. ESMT. 17 140.00 N.89 ° 4312 "W. 16 ' . 14 N.89°43'12" W. 15 140.00 N.89 ° 43'12" W. I1 1 140.00 1 N.89 ° 43'12 "W. O 0 0 0 0 to 30' 30' ■ 40 °" 4 RAW N g2.1 7 °3,' 52 E. • WATER COMPA ,V LEY LAND AND ' - �� � � wi (FO SPOKA . . . AVENUE � NORTH LINE OFNE. 1/4 SEC.1,T.25N.,R.44E.W.M. - 170.00 30' 30' 119.89 - 4 ss s 'Ce 1 , ? o ° /e 1 . y a O 0 1 0i - 0) 1 ( 0 0 0 (0 140.00 N. 89 ° 43'12 "W. 5� UTI L.ESMT. 140.00 N.89 140.00 N. 89 °43'12 "W. 5 7 (RECORD CORNERI Found iron pipe with wire of N.E Cor. Sec. i,7725N., R. 44 E. W. M_ 36 3I ,1292.15 1 /77e0 S. ( 0 0 0 0) 140.00 1 N.89 ° 43'12 "W. 1 N 1 to O -- 0 4.UU 6 M 1 1 1 r 0 o 0 0 4 0 0 0 ,�,�\ 1 ( � �'� �� , e ° 3 g, ' 03 120.11 1 I 69.63 " /� T6 . r /fin h 6 O . I g 4 LONGFELLOW o 0) 40 ti \ to V S'0 ' _ 5.89 ° 43'12 "E. " 1 0 239.47 1 ° X51.6 49 ° \ I AVENUE `.� � rR� h ts% 69.89 90.00 29.31 ' ory ° �� �9 N S 2 p m ■ Sto 6' CPS o �\� OS' 63 (9 Oa ' \ \ 33,, w Q, �\\ 4 . Cr N �k90 tfl 4 p - cS, 'i 1 N 2 - 0 3 . s ue., O 1 1 ( a- I 0 0 0 I 1 6 I o I 0 0 % •J O O 0 d 3 d 0 0 o 0 d 140.00 I In W (0 N.89 W. 1 > 1 0 �E o 1.1_ 0 0 ti O 0 . o p 4 tri 0) ' . 0) N 10 1 _. I L 1 0 1- 0 2 2 0 O iri O w Qo co I 0 0 0 0 5 5 I 14 0 140.00 140.00 ( (.00 N.89 ° 43'12 1 W. I = N.89°43 W. 1 ( N.89 °40 89 °140.00 43'12" W. �o 0 0 w � � 6 0 0 0 ° UJ 0 w �� - -.- 6 g I 13 � J a s I 0 , o- O .� 120.11 140.00 1 I 140.00 1 LOT B,BLK.S N.89 W. N.89 °43'12 "W. z HEROY o S.89°43'12"E. ( - I' wide strip tO 1 1 : 170.00 � f r1 0 0 0 0 AVENUE o a) 7 � co 12 °0 119.89 X 1 140.00 �3c' /� I N 89 °43'12 "W.' 0) 6 / . 7 , 0i 48.7 N.8 4�37711E. OLD NATIONAL BANK OF WASHINGTON By . By. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. FINAL PLAT OF SU NYVA D ION BEING A SUBDIVISION OF A PORTION OF GOV'T. LOT 12 IN SECTION I, T. 25 N., R.44 E .W.M., SPOKANE COUNTY, WASHINGTON DEDICATION KNOW ALL MEN BY THESE PRESENTS , that T D C 1 n c o r p o r at e d , a Washington Corporation ; Robert W. Fogg and Darlene M. Fogg , husband and wife ;and Old National Bank of Washington ,a Washington Corporation,as Executor of the Estate of Katherine Elizabeth Sperber, have caused to be platted into Tots blocks ,and streets the land shown hereon to be known as SUNNYVALE ADDITION,said land being part of the N.E. 1/4 of Section I, Township 25 North , Range 44 East W.M., Spokane County,Washington and described as follows: The East 680.00 feet of the West 1360.00 feet of Government Lets I and 2 in Section (,Township 25 North,Range 44 E.W.M., Tying North of Spokane Valley Land 4 Water Company Canal right of way and South of Wellesley Avenue as it now exists 60.00 feet in width, and they do hereby dedicate to public use forever the streets and roads as shown within this plot. A public water system,acceptable to County and State Health authorities,the local fire district,and water supplier (purveyor) will be installed within this plat and individual services will be provided to each lot prior to sale. Individual lot access to Wellesley Avenue is prohibited. No more than one detached dwelling structure shall be permitted on any Iot,nor shall any lot be further subdivided for purpose of creating additional lots or building sites without filing a replat. Utility easements are hereby granted to or across those Tots as shown hereon . Lot 6, Block 2 and Lot 8, Block 5,cls shown hereon are dedicated to Spokane County as general County property to be dedicated for road purposes,forever at such time as the road is continued as a full width right-of - way,or until adjacent lands are platted. Easements for drainage are reserved overa 5 foot wide strip along each side of interior lot lines and over the rear five feet of each lot. Within these easements,no structure ,planting or other material shall be placed or permited to remain which may change the direction of flow of drainage channels in the- casements,or which may obstruct or retard the flow of water through drainage channels in the easements. The easement of each lot and all improvements in it shall be maintained continuously by the owner of the Iot,except for those improvements for which a public authority or utility company is resposible. IN WITNESS WHEREOF, the said owners have hereunto set their hands and affixed their seal this * day of ,1977. TDC INC. By ACKNOWLEDGEMENTS STATE OF WASHINGTON) On this ' ` day of ,1977, before me personally appeared Kenneth J. Tupper known to be President of T D C I n c or por a to d , the corporation that executed the within and COUNTY OF SPOKANE ) forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes theirin mention and said officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my offical seal the day and year first written Notary Public in and for the Stag: of Washington,residing in Spokane STATE OF WASHINGTON) On this day of ,I977,before me personally appeared and to me known to be the Vice President and Trust Officer, COUNTY OF SPOKANE ) respectively,of Old National Bank of Washington ,as Executor of the Estate of Katherine Elizabeth Sperber,Deceased, has executed the within and forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes theirin mentioned and each officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my offical seal the day and year first written. STATE OF WASHINGTON) On this day of ,1977,before me personally appeared Robert W. Fogg and Darlene M. Fogg,husband and wife, to me known to be the individuals that executed the within and forgoing Instrument and acknowledged said instrument to be the free and voluntary act and deed of said individuals for the uses and purposes therein mentioned. SURVEYOR'S CERTIFICATE 1, Lawrence L. Leinweber,a registered Professiohal Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an actual now in effect, and that the lot corners and monuments have been properly set. survey on the ground in , Examined and approved this Examined and approved this Examined and approved this day of , 1977 Exaimined and approved this 7 I977,and that the same conforms in all respects to the provisions of the ordinances of Spokane County, day of . , 1977. This plat was approved accepted by the County Commissioners of Spokane County,Washington,on this day of ,1977 Chairman, Spokane County Commissioners COUNTY PLANNING COMMISSION day of ., 1977 .-' day of COUNTY ENGINEER COUNTY COMMISSIONERS COUNTY HEALTH DISTRICT day of ,1977 COUNTY TREASURER COUNTY ASSESSOR , 1977 Registered Land Surveyor Spokane County Engineer Spokane County Planning Commission Chairman Health Officer I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this Spokane County Treasurer - Spokane County Assessor ' By . By 4.01..000000. 00.000 00.00.000000000,000000000.000401 ROBERT W. FOGG DARLENE M. FOGG SCALE' I "= Notary Public in and for the State of Washington,residing in Spokane 0' MAY 1977 J� LEGEND J_ 0 = 1/2" REBAR SET ® =1/2" REBAR FOUND (UNLESS NOTED) • INLAND PAC /F /C ENGINEERING E CONS T. CORP. 86/9 NORTH DIVISION, SUITE A SPOKANE , WASHINGTON 99208 (RECORD CORNER) Found iron pipe with wire at N.1 /4 Cor. Sec. /, T 25 N., R. 44 E.W.M. N. I /4 jZ- Z& -7 E, c%• 140 u.) A.czn Q55 t ic -\ C. - /4„ 2AI 1 EI_I_ER'S ADI)i T ION O 680.00 to I 0 a 14 1 120.11 -- _- 0 0 0 1 N.89 W. 5' UTIL. ESMT. 0 0 " ° 2 1 0 - I 111 Notary Pubic in and for the State of Washington,residing in Spokane 3 1 (0 N o 0 0 tT 0 01 z 1 0 O O 0 0 rn WELLESLEY 170.00 140.00 140.00 N.89 ° 43'12 W. 3 140.00 N.89 ° 43'12 "W. 4 140.00 N. 89 °43' 12" W. 119.89 HEROY S. 89 °43'12 "E. 170.00 AVENUE 120.11 4 s 5 ` 1 Oo o 0'.° % s; 4 140.00 N.89 ° 43'12" W. 140.00 N. 89 ° 43'12" W. 2 3 140.00 N 39 ° 43'12" W. 4 140.00 N.89 °43'12 "W. 5 N N 0 O 1 30' 30' 0 0 0 O O O 0 0 0 0 rn CO O 0 O 0 30' 30' 0 O O Ol LOT6,RLK.2 I' wide strip O O 0 N OD N 0 Q 0 CC z J 0 0 /6 e. 32 v ° 49 'p 8 4 o f / GA T /o4/ • O O tci O to W o N a o 0) o 0 -(9 - Q C T,, c 0 0 s 0 .s,, . F,, rn m ai O 0 0 O 0 O O 0 O 0 ° 0 0 O rn 0 0 O 0) 0 0 0 rn O O 0 0) 0 LO N N.89 °43'12" W. 1 680.00 140.00 N.89 ° 43'12 "W. 140.00 N.89 ° 43'12" W. 119.89 10' UTIL.ESMT. 2 3 4 5 6 7 140.00 N. 89 ° 43'12" W 140.00 N. 89 W. 140 00 N. 89 140.00 N.89 ° 43'12" W. 140.00 N. 89 ° 43'12 "W. 8 140.00 N.89 °43'12" W. 9 120.11 LONGFELLOW S. 89 ° 43'12 "E. 239.47 AVENUE RECORD (N.89 ° 43'12 "W.) 340.00 680.00 f -1 r - - - 120 -- 1 I 0 0 0 N 140.00 N.89 °43'12 "W. 5' UTIL. ESMT. I 0 0 0 L 1 0 0 O O 0 O 0 1 0 1 1 0 0 0 0 to a, co 69.89 90.00 O 0 1n 18 17 140.00 N.89 ° 43'12 "W. I6 140.00 N.89 ° 43'12 "W. 140.00 N.89 ° 43'12" W. 140.00 N 89 ° 43'12" W. 69.63 0 1h 0 M 29.3 O 15 14 13 140.00 N. 89 ° 43'12 "W. 12 140.00 N. 89 ° 43' 12 "W. 140.00 N. 89 ° 43'12" W. 0 •6t 3 AVENUE O CT) `e " 30' 0 O 0 c • O 6 O 0 0 0 O O O m a 0 O O 0) 0 0 0 O N 0 0 0 0 to 30' 30' \ a /b \ e,?; o. \ 40 0 0 4 00. RAW 2 77 03 \ E No WATER COMPA 50 Na A SP VALLEY L am,• (FO RMERLY ' ✓ NORTH LINE OF N. E. 1/4 __.---NORTH _ C.1,T.25N.,R.44E.W.M. . 170.00 30' l' 0 0 0 O O 0 0 O O 6 .0D O O 0) 6 (0 0 9.89 170.00 AVENUE 119.89 11 a 11 .'_ ? • T'9 101, •6g 4 140.00 N. 89 ° 43' 12" W. 5'UTIL.ESMT. 140.00 N. 89 ° 43'12_' 140.00 N. 89 ° 43'12 "W. 140.00 N. 89 °43'12 "W. 140.00 N.89 HEROY 140.00 N.89 °43'12" W. 9 119.89 ( 2 3 4 5 6 120.11 1 6 5 (RECORD CORNER) Found iron pipe with wire at N.E. Cor Sec. 1,T.25 1 9 0 CO C‘j 0 c. s l to 48.7 wide strip